=LDR 03678nas a2200865 i 4500 =001 JTE474 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 40, Issue 1 (Jan. 2012) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4012012.htm =LDR 03678nas a2200865 i 4500 =001 JTE475 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 39, Issue 6 (Nov. 2011) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3962011.htm =LDR 03679nas a2200865 i 4500 =001 JTE476 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 39, Issue 5 (Sept. 2011) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3952011.htm =LDR 03678nas a2200865 i 4500 =001 JTE477 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 39, Issue 4 (July 2011) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3942011.htm =LDR 03677nas a2200865 i 4500 =001 JTE478 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 39, Issue 3 (May 2011) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3932011.htm =LDR 03678nas a2200865 i 4500 =001 JTE479 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 39, Issue 2 (Mar. 2011) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3922011.htm =LDR 03678nas a2200865 i 4500 =001 JTE480 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 39, Issue 1 (Jan. 2011) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3912011.htm =LDR 03678nas a2200865 i 4500 =001 JTE481 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 38, Issue 6 (Nov. 2010) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3862010.htm =LDR 03679nas a2200865 i 4500 =001 JTE482 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 38, Issue 5 (Sept. 2010) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3852010.htm =LDR 03678nas a2200865 i 4500 =001 JTE483 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 38, Issue 4 (July 2010) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3842010.htm =LDR 03677nas a2200865 i 4500 =001 JTE484 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 38, Issue 3 (May 2010) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3832010.htm =LDR 03678nas a2200865 i 4500 =001 JTE485 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 38, Issue 2 (Mar. 2010) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3822010.htm =LDR 03678nas a2200865 i 4500 =001 JTE486 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 38, Issue 1 (Jan. 2010) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3812010.htm =LDR 03678nas a2200865 i 4500 =001 JTE487 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 37, Issue 6 (Nov. 2009) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3762009.htm =LDR 03679nas a2200865 i 4500 =001 JTE488 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 37, Issue 5 (sept. 2009) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3752009.htm =LDR 03678nas a2200865 i 4500 =001 JTE489 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 37, Issue 4 (July 2009) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3742009.htm =LDR 03677nas a2200865 i 4500 =001 JTE490 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 37, Issue 3 (May 2009) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3732009.htm =LDR 03678nas a2200865 i 4500 =001 JTE491 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 37, Issue 2 (Mar. 2009) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3722009.htm =LDR 03678nas a2200865 i 4500 =001 JTE492 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 37, Issue 1 (Jan. 2009) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3712009.htm =LDR 03678nas a2200865 i 4500 =001 JTE493 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 36, Issue 6 (Nov. 2008) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3662008.htm =LDR 03679nas a2200865 i 4500 =001 JTE494 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 36, Issue 5 (sept. 2008) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3652008.htm =LDR 03678nas a2200865 i 4500 =001 JTE495 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 36, Issue 4 (July 2008) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3642008.htm =LDR 03677nas a2200865 i 4500 =001 JTE496 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 36, Issue 3 (May 2008) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3632008.htm =LDR 03678nas a2200865 i 4500 =001 JTE497 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 36, Issue 2 (Mar. 2008) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3622008.htm =LDR 03678nas a2200865 i 4500 =001 JTE498 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 36, Issue 1 (Jan. 2008) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3612008.htm =LDR 03678nas a2200865 i 4500 =001 JTE499 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 35, Issue 6 (Nov. 2007) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3562007.htm =LDR 03679nas a2200865 i 4500 =001 JTE500 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 35, Issue 5 (sept. 2007) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3552007.htm =LDR 03678nas a2200865 i 4500 =001 JTE501 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 35, Issue 4 (July 2007) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3542007.htm =LDR 03677nas a2200865 i 4500 =001 JTE502 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 35, Issue 3 (May 2007) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3532007.htm =LDR 03678nas a2200865 i 4500 =001 JTE503 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 35, Issue 2 (Mar. 2007) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3522007.htm =LDR 03678nas a2200865 i 4500 =001 JTE504 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 35, Issue 1 (Jan. 2007) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3512007.htm =LDR 03678nas a2200865 i 4500 =001 JTE505 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 34, Issue 6 (Nov. 2006) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3462006.htm =LDR 03679nas a2200865 i 4500 =001 JTE506 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 34, Issue 5 (Sept. 2006) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3452006.htm =LDR 03678nas a2200865 i 4500 =001 JTE507 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 34, Issue 4 (July 2006) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3442006.htm =LDR 03677nas a2200865 i 4500 =001 JTE508 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 34, Issue 3 (May 2006) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3432006.htm =LDR 03678nas a2200865 i 4500 =001 JTE509 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 34, Issue 2 (Mar. 2006) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3422006.htm =LDR 03678nas a2200865 i 4500 =001 JTE510 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 34, Issue 1 (Jan. 2006) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3412006.htm =LDR 03678nas a2200865 i 4500 =001 JTE511 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 33, Issue 6 (Nov. 2005) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3362005.htm =LDR 03679nas a2200865 i 4500 =001 JTE512 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 33, Issue 5 (Sept. 2005) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3352005.htm =LDR 03678nas a2200865 i 4500 =001 JTE513 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 33, Issue 4 (July 2005) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3342005.htm =LDR 03677nas a2200865 i 4500 =001 JTE514 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 33, Issue 3 (May 2005) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3332005.htm =LDR 03678nas a2200865 i 4500 =001 JTE515 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 33, Issue 2 (Mar. 2005) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3322005.htm =LDR 03678nas a2200865 i 4500 =001 JTE516 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 33, Issue 1 (Jan. 2005) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3312005.htm =LDR 03678nas a2200865 i 4500 =001 JTE517 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 32, Issue 6 (Nov. 2004) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3262004.htm =LDR 03679nas a2200865 i 4500 =001 JTE518 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 32, Issue 5 (Sept. 2004) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3252004.htm =LDR 03678nas a2200865 i 4500 =001 JTE519 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 32, Issue 4 (July 2004) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3242004.htm =LDR 03677nas a2200865 i 4500 =001 JTE520 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 32, Issue 3 (May 2004) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3232004.htm =LDR 03678nas a2200865 i 4500 =001 JTE521 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 32, Issue 2 (Mar. 2004) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3222004.htm =LDR 03678nas a2200865 i 4500 =001 JTE522 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 32, Issue 1 (Jan. 2004) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3212004.htm =LDR 03678nas a2200865 i 4500 =001 JTE523 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 31, Issue 6 (Nov. 2003) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3162003.htm =LDR 03679nas a2200865 i 4500 =001 JTE524 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 31, Issue 5 (Sept. 2003) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3152003.htm =LDR 03678nas a2200865 i 4500 =001 JTE525 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 31, Issue 4 (July 2003) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3142003.htm =LDR 03677nas a2200865 i 4500 =001 JTE526 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 31, Issue 3 (May 2003) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3132003.htm =LDR 03678nas a2200865 i 4500 =001 JTE527 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 31, Issue 2 (Mar. 2003) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3122003.htm =LDR 03678nas a2200865 i 4500 =001 JTE528 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 31, Issue 1 (Jan. 2003) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3112003.htm =LDR 03678nas a2200865 i 4500 =001 JTE529 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 30, Issue 6 (Nov. 2002) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3062002.htm =LDR 03679nas a2200865 i 4500 =001 JTE530 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 30, Issue 5 (Sept. 2002) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3052002.htm =LDR 03678nas a2200865 i 4500 =001 JTE531 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 30, Issue 4 (July 2002) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3042002.htm =LDR 03677nas a2200865 i 4500 =001 JTE532 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 30, Issue 3 (May 2002) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3032002.htm =LDR 03678nas a2200865 i 4500 =001 JTE533 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 30, Issue 2 (Mar. 2002) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3022002.htm =LDR 03678nas a2200865 i 4500 =001 JTE534 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 30, Issue 1 (Jan. 2002) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3012002.htm =LDR 03678nas a2200865 i 4500 =001 JTE535 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 29, Issue 6 (Nov. 2001) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2962001.htm =LDR 03679nas a2200865 i 4500 =001 JTE536 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 29, Issue 5 (Sept. 2001) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2952001.htm =LDR 03678nas a2200865 i 4500 =001 JTE537 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 29, Issue 4 (July 2001) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2942001.htm =LDR 03677nas a2200865 i 4500 =001 JTE538 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 29, Issue 3 (May 2001) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2932001.htm =LDR 03678nas a2200865 i 4500 =001 JTE539 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 29, Issue 2 (Mar. 2001) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2922001.htm =LDR 03678nas a2200865 i 4500 =001 JTE540 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 29, Issue 1 (Jan. 2001) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2912001.htm =LDR 03678nas a2200865 i 4500 =001 JTE541 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 28, Issue 6 (Nov. 2000) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2862000.htm =LDR 03679nas a2200865 i 4500 =001 JTE542 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 28, Issue 5 (Sept. 2000) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2852000.htm =LDR 03678nas a2200865 i 4500 =001 JTE543 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 28, Issue 4 (July 2000) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2842000.htm =LDR 03677nas a2200865 i 4500 =001 JTE544 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 28, Issue 3 (May 2000) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2832000.htm =LDR 03678nas a2200865 i 4500 =001 JTE545 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 28, Issue 2 (Mar. 2000) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2822000.htm =LDR 03678nas a2200865 i 4500 =001 JTE546 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 28, Issue 1 (Jan. 2000) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2812000.htm =LDR 03678nas a2200865 i 4500 =001 JTE547 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 27, Issue 6 (Nov. 1999) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2761999.htm =LDR 03679nas a2200865 i 4500 =001 JTE548 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 27, Issue 5 (Sept. 1999) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2751999.htm =LDR 03678nas a2200865 i 4500 =001 JTE549 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 27, Issue 4 (July 1999) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2741999.htm =LDR 03677nas a2200865 i 4500 =001 JTE550 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 27, Issue 3 (May 1999) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2731999.htm =LDR 03678nas a2200865 i 4500 =001 JTE551 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 27, Issue 2 (Mar. 1999) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2721999.htm =LDR 03678nas a2200865 i 4500 =001 JTE552 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 27, Issue 1 (Jan. 1999) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2711999.htm =LDR 03678nas a2200865 i 4500 =001 JTE553 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 26, Issue 6 (Nov. 1998) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2661998.htm =LDR 03679nas a2200865 i 4500 =001 JTE554 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 26, Issue 5 (Sept. 1998) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2651998.htm =LDR 03678nas a2200865 i 4500 =001 JTE555 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 26, Issue 4 (July 1998) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2641998.htm =LDR 03677nas a2200865 i 4500 =001 JTE556 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 26, Issue 3 (May 1998) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2631998.htm =LDR 03678nas a2200865 i 4500 =001 JTE557 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 26, Issue 2 (Mar. 1998) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2621998.htm =LDR 03678nas a2200865 i 4500 =001 JTE558 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 26, Issue 1 (Jan. 1998) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2611998.htm =LDR 03678nas a2200865 i 4500 =001 JTE559 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 25, Issue 6 (Nov. 1997) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2561997.htm =LDR 03679nas a2200865 i 4500 =001 JTE560 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 25, Issue 5 (Sept. 1997) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2651997.htm =LDR 03678nas a2200865 i 4500 =001 JTE561 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 25, Issue 4 (July 1997) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2541997.htm =LDR 03677nas a2200865 i 4500 =001 JTE562 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 25, Issue 3 (May 1997) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2531997.htm =LDR 03678nas a2200865 i 4500 =001 JTE563 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 25, Issue 2 (Mar. 1997) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2521997.htm =LDR 03678nas a2200865 i 4500 =001 JTE564 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 25, Issue 1 (Jan. 1997) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2511997.htm =LDR 03678nas a2200865 i 4500 =001 JTE565 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 24, Issue 6 (Nov. 1996) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2461996.htm =LDR 03679nas a2200865 i 4500 =001 JTE566 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 24, Issue 5 (Sept. 1996) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2451996.htm =LDR 03678nas a2200865 i 4500 =001 JTE567 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 24, Issue 4 (July 1996) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2441996.htm =LDR 03677nas a2200865 i 4500 =001 JTE568 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 24, Issue 3 (May 1996) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2431996.htm =LDR 03678nas a2200865 i 4500 =001 JTE569 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 24, Issue 2 (Mar. 1996) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2421996.htm =LDR 03678nas a2200865 i 4500 =001 JTE570 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 24, Issue 1 (Jan. 1996) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2411996.htm =LDR 03678nas a2200865 i 4500 =001 JTE571 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 23, Issue 6 (Nov. 1995) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2361995.htm =LDR 03679nas a2200865 i 4500 =001 JTE572 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 23, Issue 5 (Sept. 1995) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2351995.htm =LDR 03678nas a2200865 i 4500 =001 JTE573 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 23, Issue 4 (July 1995) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2341995.htm =LDR 03677nas a2200865 i 4500 =001 JTE574 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 23, Issue 3 (May 1995) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2331995.htm =LDR 03678nas a2200865 i 4500 =001 JTE575 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 23, Issue 2 (Mar. 1995) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2321995.htm =LDR 03678nas a2200865 i 4500 =001 JTE576 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 23, Issue 1 (Jan. 1995) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2311995.htm =LDR 03678nas a2200865 i 4500 =001 JTE577 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 22, Issue 6 (Nov. 1994) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2261994.htm =LDR 03679nas a2200865 i 4500 =001 JTE578 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 22, Issue 5 (Sept. 1994) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2251994.htm =LDR 03678nas a2200865 i 4500 =001 JTE579 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 22, Issue 4 (July 1994) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2241994.htm =LDR 03677nas a2200865 i 4500 =001 JTE580 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 22, Issue 3 (May 1994) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2231994.htm =LDR 03678nas a2200865 i 4500 =001 JTE581 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 22, Issue 2 (Mar. 1994) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2221994.htm =LDR 03678nas a2200865 i 4500 =001 JTE582 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 22, Issue 1 (Jan. 1994) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2211994.htm =LDR 03678nas a2200865 i 4500 =001 JTE583 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 21, Issue 6 (Nov. 1993) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2161993.htm =LDR 03679nas a2200865 i 4500 =001 JTE584 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 21, Issue 5 (Sept. 1993) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2151993.htm =LDR 03678nas a2200865 i 4500 =001 JTE585 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 21, Issue 4 (July 1993) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2141993.htm =LDR 03677nas a2200865 i 4500 =001 JTE586 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 21, Issue 3 (May 1993) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2131993.htm =LDR 03678nas a2200865 i 4500 =001 JTE587 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 21, Issue 2 (Mar. 1993) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2121993.htm =LDR 03678nas a2200865 i 4500 =001 JTE588 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 21, Issue 1 (Jan. 1993) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2111993.htm =LDR 03678nas a2200865 i 4500 =001 JTE589 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 20, Issue 6 (Nov. 1992) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2061992.htm =LDR 03679nas a2200865 i 4500 =001 JTE590 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 20, Issue 5 (Sept. 1992) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2051992.htm =LDR 03678nas a2200865 i 4500 =001 JTE591 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 20, Issue 4 (July 1992) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2041992.htm =LDR 03677nas a2200865 i 4500 =001 JTE592 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 20, Issue 3 (May 1992) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2031992.htm =LDR 03678nas a2200865 i 4500 =001 JTE593 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 20, Issue 2 (Mar. 1992) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2021992.htm =LDR 03678nas a2200865 i 4500 =001 JTE594 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 20, Issue 1 (Jan. 1992) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2011992.htm =LDR 03678nas a2200865 i 4500 =001 JTE595 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 19, Issue 6 (Nov. 1991) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1961991.htm =LDR 03679nas a2200865 i 4500 =001 JTE596 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 19, Issue 5 (Sept. 1991) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1951991.htm =LDR 03678nas a2200865 i 4500 =001 JTE597 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 19, Issue 4 (July 1991) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1941991.htm =LDR 03677nas a2200865 i 4500 =001 JTE598 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 19, Issue 3 (May 1991) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1931991.htm =LDR 03678nas a2200865 i 4500 =001 JTE599 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 19, Issue 2 (Mar. 1991) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1921991.htm =LDR 03678nas a2200865 i 4500 =001 JTE600 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 19, Issue 1 (Jan. 1991) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1911991.htm =LDR 03678nas a2200865 i 4500 =001 JTE601 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 18, Issue 6 (Nov. 1990) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1861990.htm =LDR 03679nas a2200865 i 4500 =001 JTE602 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 18, Issue 5 (Sept. 1990) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1851990.htm =LDR 03678nas a2200865 i 4500 =001 JTE603 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 18, Issue 4 (July 1990) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1841990.htm =LDR 03677nas a2200865 i 4500 =001 JTE604 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 18, Issue 3 (May 1990) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1831990.htm =LDR 03678nas a2200865 i 4500 =001 JTE605 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 18, Issue 2 (Mar. 1990) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1821990.htm =LDR 03678nas a2200865 i 4500 =001 JTE606 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 18, Issue 1 (Jan. 1990) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1811990.htm =LDR 03678nas a2200865 i 4500 =001 JTE607 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 17, Issue 6 (Nov. 1989) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1761989.htm =LDR 03679nas a2200865 i 4500 =001 JTE608 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 17, Issue 5 (Sept. 1989) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1751989.htm =LDR 03678nas a2200865 i 4500 =001 JTE609 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 17, Issue 4 (July 1989) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1741989.htm =LDR 03677nas a2200865 i 4500 =001 JTE610 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 3 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 17, Issue 4 (May 1989) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1731989.htm =LDR 03678nas a2200865 i 4500 =001 JTE611 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 17, Issue 2 (Mar. 1989) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1721989.htm =LDR 03678nas a2200865 i 4500 =001 JTE612 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 17, Issue 1 (Jan. 1989) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1711989.htm =LDR 03678nas a2200865 i 4500 =001 JTE613 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 16, Issue 6 (Nov. 1988) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1661988.htm =LDR 03679nas a2200865 i 4500 =001 JTE614 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 16, Issue 5 (Sept. 1988) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1651988.htm =LDR 03678nas a2200865 i 4500 =001 JTE615 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 16, Issue 4 (July 1988) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1641988.htm =LDR 03677nas a2200865 i 4500 =001 JTE616 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 16, Issue 3 (May 1988) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1631988.htm =LDR 03678nas a2200865 i 4500 =001 JTE617 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 16, Issue 2 (Mar. 1988) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1621988.htm =LDR 03678nas a2200865 i 4500 =001 JTE618 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 16, Issue 1 (Jan. 1988) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1611988.htm =LDR 03678nas a2200865 i 4500 =001 JTE619 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 15, Issue 6 (Nov. 1987) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1561987.htm =LDR 03679nas a2200865 i 4500 =001 JTE620 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 15, Issue 5 (Sept. 1987) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1551987.htm =LDR 03666nas a2200865 i 4500 =001 JTE621 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 15, Issue 6 (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1541987.htm =LDR 03677nas a2200865 i 4500 =001 JTE622 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 15, Issue 3 (May 1987) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1531987.htm =LDR 03678nas a2200865 i 4500 =001 JTE623 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 15, Issue 2 (Mar. 1987) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1521987.htm =LDR 03678nas a2200865 i 4500 =001 JTE624 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 15, Issue 1 (Jan. 1987) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1511987.htm =LDR 03678nas a2200865 i 4500 =001 JTE625 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 14, Issue 6 (Nov. 1986) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1461986.htm =LDR 03683nas a2200865 i 4500 =001 JTE626 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 14, Issue 5 (September 1986) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1451986.htm =LDR 03678nas a2200865 i 4500 =001 JTE627 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 14, Issue 4 (July 1986) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1441986.htm =LDR 03677nas a2200865 i 4500 =001 JTE628 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 14, Issue 3 (May 1986) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1431986.htm =LDR 03679nas a2200865 i 4500 =001 JTE629 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 14, Issue 2 (March 1986) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1421986.htm =LDR 03678nas a2200865 i 4500 =001 JTE630 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 14, Issue 1 (Jan. 1986) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1411986.htm =LDR 03678nas a2200865 i 4500 =001 JTE631 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 13, Issue 6 (Nov. 1985) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1361985.htm =LDR 03679nas a2200865 i 4500 =001 JTE632 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 13, Issue 5 (Sept. 1985) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1351985.htm =LDR 03678nas a2200865 i 4500 =001 JTE633 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 13, Issue 4 (July 1985) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1341985.htm =LDR 03677nas a2200865 i 4500 =001 JTE634 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 13, Issue 3 (May 1985) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1331985.htm =LDR 03678nas a2200865 i 4500 =001 JTE635 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 13, Issue 2 (Mar. 1985) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1321985.htm =LDR 03678nas a2200865 i 4500 =001 JTE636 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 13, Issue 1 (Jan. 1985) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1311985.htm =LDR 03678nas a2200865 i 4500 =001 JTE637 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 12, Issue 6 (Nov. 1984) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1261984.htm =LDR 03679nas a2200865 i 4500 =001 JTE638 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 12, Issue 5 (Sept. 1984) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1251984.htm =LDR 03678nas a2200865 i 4500 =001 JTE639 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 12, Issue 4 (July 1984) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1241984.htm =LDR 03677nas a2200865 i 4500 =001 JTE640 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 12, Issue 3 (May 1984) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1231984.htm =LDR 03678nas a2200865 i 4500 =001 JTE641 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 12, Issue 2 (Mar. 1984) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1221984.htm =LDR 03678nas a2200865 i 4500 =001 JTE642 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 12, Issue 1 (Jan. 1984) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1211984.htm =LDR 03678nas a2200865 i 4500 =001 JTE643 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 11, Issue 6 (Nov. 1983) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1161983.htm =LDR 03679nas a2200865 i 4500 =001 JTE644 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 11, Issue 5 (Sept. 1983) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1151983.htm =LDR 03678nas a2200865 i 4500 =001 JTE645 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 11, Issue 4 (July 1983) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1141983.htm =LDR 03677nas a2200865 i 4500 =001 JTE646 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 11, Issue 3 (May 1983) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1131983.htm =LDR 03678nas a2200865 i 4500 =001 JTE647 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 11, Issue 2 (Mar. 1983) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1121983.htm =LDR 03678nas a2200865 i 4500 =001 JTE648 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 11, Issue 1 (Jan. 1983) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1111983.htm =LDR 03678nas a2200865 i 4500 =001 JTE649 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 10, Issue 6 (Nov. 1982) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1061982.htm =LDR 03679nas a2200865 i 4500 =001 JTE650 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 10, Issue 5 (Sept. 1982) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1051982.htm =LDR 03678nas a2200865 i 4500 =001 JTE651 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 10, Issue 4 (July 1982) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1041982.htm =LDR 03677nas a2200865 i 4500 =001 JTE652 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 10, Issue 3 (May 1982) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1031982.htm =LDR 03678nas a2200865 i 4500 =001 JTE653 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 10, Issue 2 (Mar. 1982) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1021982.htm =LDR 03678nas a2200865 i 4500 =001 JTE654 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 10, Issue 1 (Jan. 1982) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1011982.htm =LDR 03676nas a2200865 i 4500 =001 JTE655 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 9, Issue 6 (Nov. 1981) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/961981.htm =LDR 03677nas a2200865 i 4500 =001 JTE656 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 9, Issue 5 (Sept. 1981) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/951981.htm =LDR 03676nas a2200865 i 4500 =001 JTE657 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 9, Issue 4 (July 1981) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/941981.htm =LDR 03675nas a2200865 i 4500 =001 JTE658 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 9, Issue 3 (May 1981) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/931981.htm =LDR 03676nas a2200865 i 4500 =001 JTE659 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 9, Issue 2 (Mar. 1981) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/921981.htm =LDR 03676nas a2200865 i 4500 =001 JTE660 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 9, Issue 1 (Jan. 1981) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/911981.htm =LDR 03676nas a2200865 i 4500 =001 JTE661 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 8, Issue 6 (Nov. 1980) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/861980.htm =LDR 03677nas a2200865 i 4500 =001 JTE662 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 8, Issue 5 (Sept. 1980) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/851980.htm =LDR 03676nas a2200865 i 4500 =001 JTE663 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 8, Issue 4 (July 1980) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/841980.htm =LDR 03675nas a2200865 i 4500 =001 JTE664 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 8, Issue 3 (May 1980) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/831980.htm =LDR 03676nas a2200865 i 4500 =001 JTE665 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 8, Issue 2 (Mar. 1980) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/821980.htm =LDR 03676nas a2200865 i 4500 =001 JTE666 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 8, Issue 1 (Jan. 1980) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/811980.htm =LDR 03676nas a2200865 i 4500 =001 JTE667 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 7, Issue 6 (Nov. 1979) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/761979.htm =LDR 03677nas a2200865 i 4500 =001 JTE668 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 7, Issue 5 (Sept. 1979) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/751979.htm =LDR 03676nas a2200865 i 4500 =001 JTE669 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 7, Issue 4 (July 1979) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/741979.htm =LDR 03675nas a2200865 i 4500 =001 JTE670 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 7, Issue 3 (May 1979) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/731979.htm =LDR 03676nas a2200865 i 4500 =001 JTE671 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 7, Issue 2 (Mar. 1979) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/721979.htm =LDR 03676nas a2200865 i 4500 =001 JTE672 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 7, Issue 1 (Jan. 1979) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/711979.htm =LDR 03676nas a2200865 i 4500 =001 JTE673 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 6, Issue 6 (Nov. 1978) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/661978.htm =LDR 03677nas a2200865 i 4500 =001 JTE674 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 6, Issue 5 (Sept. 1978) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/651978.htm =LDR 03676nas a2200865 i 4500 =001 JTE675 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 6, Issue 4 (July 1978) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/641978.htm =LDR 03675nas a2200865 i 4500 =001 JTE676 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 6, Issue 3 (May 1978) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/631978.htm =LDR 03676nas a2200865 i 4500 =001 JTE677 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 6, Issue 2 (Mar. 1978) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/621978.htm =LDR 03676nas a2200865 i 4500 =001 JTE678 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 6, Issue 1 (Jan. 1978) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/611978.htm =LDR 03676nas a2200865 i 4500 =001 JTE679 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 5, Issue 6 (Nov. 1977) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/561977.htm =LDR 03677nas a2200865 i 4500 =001 JTE680 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 5, Issue 5 (Sept. 1977) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/551977.htm =LDR 03676nas a2200865 i 4500 =001 JTE681 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 5, Issue 4 (July 1977) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/541977.htm =LDR 03675nas a2200865 i 4500 =001 JTE682 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 5, Issue 3 (May 1977) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/531977.htm =LDR 03676nas a2200865 i 4500 =001 JTE683 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 5, Issue 2 (Mar. 1977) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/521977.htm =LDR 03676nas a2200865 i 4500 =001 JTE684 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 5, Issue 1 (Jan. 1977) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/511977.htm =LDR 03676nas a2200865 i 4500 =001 JTE685 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 4, Issue 6 (Nov. 1976) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/461976.htm =LDR 03677nas a2200865 i 4500 =001 JTE686 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 4, Issue 5 (Sept. 1976) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/451976.htm =LDR 03676nas a2200865 i 4500 =001 JTE687 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 4, Issue 4 (July 1976) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/441976.htm =LDR 03675nas a2200865 i 4500 =001 JTE688 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 4, Issue 3 (May 1976) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/431976.htm =LDR 03676nas a2200865 i 4500 =001 JTE689 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 4, Issue 2 (Mar. 1976) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/421976.htm =LDR 03676nas a2200865 i 4500 =001 JTE690 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 4, Issue 1 (Jan. 1976) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/411976.htm =LDR 03676nas a2200865 i 4500 =001 JTE691 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 3, Issue 6 (Nov. 1975) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/361975.htm =LDR 03677nas a2200865 i 4500 =001 JTE692 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 3, Issue 5 (Sept. 1975) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/351975.htm =LDR 03676nas a2200865 i 4500 =001 JTE693 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 3, Issue 4 (July 1975) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/341975.htm =LDR 03675nas a2200865 i 4500 =001 JTE694 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 3, Issue 3 (May 1975) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/331975.htm =LDR 03676nas a2200865 i 4500 =001 JTE695 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 3, Issue 2 (Mar. 1975) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/321975.htm =LDR 03676nas a2200865 i 4500 =001 JTE696 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 3, Issue 1 (Jan. 1975) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/311975.htm =LDR 03676nas a2200865 i 4500 =001 JTE697 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 2, Issue 6 (Nov. 1974) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/261974.htm =LDR 03677nas a2200865 i 4500 =001 JTE698 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 2, Issue 5 (Sept. 1974) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/251974.htm =LDR 03676nas a2200865 i 4500 =001 JTE699 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 2, Issue 4 (July 1974) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/241974.htm =LDR 03675nas a2200865 i 4500 =001 JTE700 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 2, Issue 3 (May 1974) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/231974.htm =LDR 03676nas a2200865 i 4500 =001 JTE701 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 2, Issue 2 (Mar. 1974) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/221974.htm =LDR 03676nas a2200865 i 4500 =001 JTE702 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 2, Issue 1 (Jan. 1974) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/211974.htm =LDR 03676nas a2200865 i 4500 =001 JTE703 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 1, Issue 6 (Nov. 1973) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/161973.htm =LDR 03677nas a2200865 i 4500 =001 JTE704 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 1, Issue 5 (Sept. 1973) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/151973.htm =LDR 03676nas a2200865 i 4500 =001 JTE705 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 1, Issue 4 (July 1973) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/141973.htm =LDR 03675nas a2200865 i 4500 =001 JTE706 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 1, Issue 3 (May 1973) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/131973.htm =LDR 03676nas a2200865 i 4500 =001 JTE707 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 1, Issue 2 (Mar. 1973) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/121973.htm =LDR 03676nas a2200865 i 4500 =001 JTE708 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 1, Issue 1 (Jan. 1973) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/111973.htm =LDR 03677nas a2200865 i 4500 =001 JTE471 =003 IN-ChSCO =005 20120920061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120920c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Sep. 20, 2012). =588 \\$aLatest issue consulted: Volume 40, Issue 4 (July 2012) (viewed Sep. 20 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4042012.htm =LDR 03678nas a2200865 i 4500 =001 JTE470 =003 IN-ChSCO =005 20120920061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120920c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Sep. 20, 2012). =588 \\$aLatest issue consulted: Volume 40, Issue 5 (Sep. 2012) (viewed Sep. 20, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4052012.htm =LDR 03678nas a2200865 i 4500 =001 JTE469 =003 IN-ChSCO =005 20120920061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120920c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Sep. 20, 2012). =588 \\$aLatest issue consulted: Volume 40, Issue 6 (Nov. 2012) (viewed Sep. 20, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4062012.htm =LDR 03678nas a2200865 i 4500 =001 JTE466 =003 IN-ChSCO =005 20131104061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 131104c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Nov. 04, 2013). =588 \\$aLatest issue consulted: Volume 41, Issue 5 (Sep. 2013) (viewed Nov. 04, 2013). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4132013.htm =LDR 03678nas a2200865 i 4500 =001 JTE467 =003 IN-ChSCO =005 20131104061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 131104c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Nov. 04, 2013). =588 \\$aLatest issue consulted: Volume 41, Issue 4 (Jul. 2013) (viewed Nov. 04, 2013). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4142013.htm =LDR 03676nas a2200865 i 4500 =001 JTE717 =003 IN-ChSCO =005 20150515061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 150515c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 15, 2015). =588 \\$aLatest issue consulted: Volume 44, Issue 1 (Jan. 2016) (viewed May 15, 2015). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4362015.htm =LDR 03676nas a2200865 i 4500 =001 JTE718 =003 IN-ChSCO =005 20150515061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 150515c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 15, 2015). =588 \\$aLatest issue consulted: Volume 44, Issue 2 (Mar. 2016) (viewed May 15, 2015). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4362015.htm =LDR 03675nas a2200865 i 4500 =001 JTE719 =003 IN-ChSCO =005 20150515061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 150515c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 15, 2015). =588 \\$aLatest issue consulted: Volume 44, Issue 3 (May 2016) (viewed May 15, 2015). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4362015.htm =LDR 03676nas a2200865 i 4500 =001 JTE720 =003 IN-ChSCO =005 20150515061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 150515c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 15, 2015). =588 \\$aLatest issue consulted: Volume 44, Issue 4 (Jul. 2016) (viewed May 15, 2015). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4362015.htm =LDR 03676nas a2200865 i 4500 =001 JTE721 =003 IN-ChSCO =005 20150515061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 150515c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 15, 2015). =588 \\$aLatest issue consulted: Volume 44, Issue 5 (Sep. 2016) (viewed May 15, 2015). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4362015.htm =LDR 03676nas a2200865 i 4500 =001 JTE722 =003 IN-ChSCO =005 20150515061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 150515c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 15, 2015). =588 \\$aLatest issue consulted: Volume 44, Issue 6 (Nov. 2016) (viewed May 15, 2015). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4362015.htm =LDR 03675nas a2200865 i 4500 =001 JTE465 =003 IN-ChSCO =005 20130521061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 130521c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 21, 2013). =588 \\$aLatest issue consulted: Volume 41, Issue 3 (May 2013) (viewed May 21, 2013). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4132013.htm =LDR 03676nas a2200865 i 4500 =001 JTE464 =003 IN-ChSCO =005 20130521061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 130521c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 21, 2013). =588 \\$aLatest issue consulted: Volume 41, Issue 4 (July 2013) (viewed May 21, 2013). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4142013.htm =LDR 03676nas a2200865 i 4500 =001 JTE463 =003 IN-ChSCO =005 20130521061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 130521c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 21, 2013). =588 \\$aLatest issue consulted: Volume 41, Issue 6 (Nov. 2013) (viewed May 21, 2013). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4162013.htm =LDR 03706nas a2200865 i 4500 =001 JTE728 =003 IN-ChSCO =005 20170624061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 170624c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 45, Issue 6 (Nov. 2017) (viewed June 24, 2017). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4562017.htm =LDR 03706nas a2200865 i 4500 =001 JTE729 =003 IN-ChSCO =005 20170624061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 170624c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 46, Issue 1 (Jan. 2018) (viewed June 24, 2017). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4612018.htm =LDR 03712nas a2200865 i 4500 =001 JTE737 =003 IN-ChSCO =005 20190910061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190910c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 47, Issue 4 (July 2019) (viewed September 10, 2019). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4742019.htm =LDR 03717nas a2200865 i 4500 =001 JTE738 =003 IN-ChSCO =005 20190910061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190910c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 47, Issue 5 (September 2019) (viewed September 10, 2019). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4752019.htm =LDR 03710nas a2200865 i 4500 =001 JTE730 =003 IN-ChSCO =005 20171226061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 171226c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 46, Issue 2 (Mar. 2018) (viewed December 26, 2017). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4622018.htm =LDR 03709nas a2200865 i 4500 =001 JTE731 =003 IN-ChSCO =005 20171226061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 171226c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 46, Issue 3 (May 2018) (viewed December 26, 2017). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4632018.htm =LDR 03710nas a2200865 i 4500 =001 JTE732 =003 IN-ChSCO =005 20171226061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 171226c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 46, Issue 4 (Jul. 2018) (viewed December 26, 2017). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4642018.htm =LDR 03710nas a2200865 i 4500 =001 JTE733 =003 IN-ChSCO =005 20171226061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 171226c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 46, Issue 5 (Sep. 2018) (viewed December 26, 2017). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4652018.htm =LDR 03710nas a2200865 i 4500 =001 JTE734 =003 IN-ChSCO =005 20171226061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 171226c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 46, Issue 6 (Nov. 2018) (viewed December 26, 2017). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4662018.htm =LDR 03717nas a2200865 i 4500 =001 JTE735 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (January 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 47, Issue 1 (January 2019) (viewed February 11, 2019). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4712019.htm =LDR 03705nas a2200865 i 4500 =001 JTE736 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 47, Issue 3 (May 2019) (viewed May 27, 2019). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4732019.htm =LDR 03715nas a2200865 i 4500 =001 JTE739 =003 IN-ChSCO =005 20200125061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200125c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: 2019 Volume 47, Issue 6 (November 2019) (viewed Jan 25, 2020). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4762019.htm =LDR 03716nas a2200865 i 4500 =001 JTE740 =003 IN-ChSCO =005 20200406061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200406c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: 2020 Volume 48, Issue 1 (January 2020) (viewed April 06, 2020). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4812020.htm =LDR 03714nas a2200865 i 4500 =001 JTE741 =003 IN-ChSCO =005 20200406061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200406c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: 2020 Volume 48, Issue 2 (March 2020) (viewed April 06, 2020). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4822020.htm =LDR 03711nas a2200865 i 4500 =001 JTE742 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: 2020 Volume 48, Issue 3 (May 2020) (viewed July 06, 2020). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4832020.htm =LDR 03712nas a2200865 i 4500 =001 JTE743 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: 2020 Volume 48, Issue 4 (July 2020) (viewed July 06, 2020). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4842020.htm =LDR 03718nas a2200865 i 4500 =001 JTE744 =003 IN-ChSCO =005 20201013061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201013c19739999pau|||||o|||||||||||eng|| =022 \\$z0090-3973 =022 \\$a1945-7553 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed October 13, 2020). =588 \\$aLatest issue consulted: 2020 Volume 48, Issue 5 (September 2020) (viewed October 13, 2020). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4852020.htm =LDR 03919nas a2200889 i 4500 =001 SCOPEJ746 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation $h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International, $c1973. =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, issue 1 (Jan. 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index, $x0003-6986 =510 1\$aComputer & control abstracts, $bJan. 1973-, $x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index, $bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts, $x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database, $b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain), $b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale), $b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =530 \\$aAlso available on microfilm. =530 \\$aAlso available online via the World Wide Web. Tables of contents and abstracts freely available; full-text articles available to subscribers. =588 \\$aDescription based on: Vol. 1, issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed January 12, 2021). =588 \\$aLatest issue consulted: 2021 Volume 49, Issue 1 (January 2021) (viewed May 04, 2021). =650 \0$aMaterials$xTesting $vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials.$tASTM Journal of testing and evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$z0090-3973 =780 00$tJournal of materials, $x0022-2453 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4912021.htm =LDR 03917nas a2200889 i 4500 =001 SCOPEJ747 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation $h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International, $c1973. =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, issue 1 (Jan. 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index, $x0003-6986 =510 1\$aComputer & control abstracts, $bJan. 1973-, $x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index, $bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts, $x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database, $b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain), $b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale), $b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =530 \\$aAlso available on microfilm. =530 \\$aAlso available online via the World Wide Web. Tables of contents and abstracts freely available; full-text articles available to subscribers. =588 \\$aDescription based on: Vol. 1, issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed January 12, 2021). =588 \\$aLatest issue consulted: 2021 Volume 49, Issue 2 (March 2021) (viewed May 04, 2021). =650 \0$aMaterials$xTesting $vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials.$tASTM Journal of testing and evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$z0090-3973 =780 00$tJournal of materials, $x0022-2453 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4922021.htm =LDR 03641nas a2200805 a 4500 =001 SCOPEJ748 =005 20210723061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210723c19739999pau|||||o||||||||||0eng|d =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =040 \\$aASTM$cSCOPE =050 \4$aTA401 =082 04$a620/.004/405$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation $h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International, $c1973. =310 \\$aBimonthly =362 0\$aVol. 1, issue 1 (Jan. 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index, $x0003-6986 =510 1\$aComputer & control abstracts, $bJan. 1973-, $x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index, $bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts, $x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database, $b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain), $b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale), $b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =530 \\$aAlso available on microfilm. =530 \\$aAlso available online via the World Wide Web. Tables of contents and abstracts freely available; full-text articles available to subscribers. =588 \\$aDescription based on: Vol. 1, issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed January 12, 2021). =588 \\$aLatest issue consulted: 2021 Volume 49, Issue 3 (May 2021) (viewed July 23, 2021). =650 \0$aMaterials$xTesting $vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials.$tASTM Journal of testing and evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$z0090-3973 =780 00$tJournal of materials, $x0022-2453 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4932021.htm =LDR 03642nas a2200805 a 4500 =001 SCOPEJ749 =005 20210723061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210723c19739999pau|||||o||||||||||0eng|d =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =040 \\$aASTM$cSCOPE =050 \4$aTA401 =082 04$a620/.004/405$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation $h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International, $c1973. =310 \\$aBimonthly =362 0\$aVol. 1, issue 1 (Jan. 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index, $x0003-6986 =510 1\$aComputer & control abstracts, $bJan. 1973-, $x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index, $bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts, $x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database, $b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain), $b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale), $b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =530 \\$aAlso available on microfilm. =530 \\$aAlso available online via the World Wide Web. Tables of contents and abstracts freely available; full-text articles available to subscribers. =588 \\$aDescription based on: Vol. 1, issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed January 12, 2021). =588 \\$aLatest issue consulted: 2021 Volume 49, Issue 4 (July 2021) (viewed July 23, 2021). =650 \0$aMaterials$xTesting $vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials.$tASTM Journal of testing and evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$z0090-3973 =780 00$tJournal of materials, $x0022-2453 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4942021.htm =LDR 02729nab a2200613 i 4500 =001 JTE10202J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10202J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10202J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aH47477 =082 04$a813/.54$223 =100 1\$aEhrenburg, DO.,$eauthor. =245 10$aFracture Criteria for Brittle Materials /$cDO. Ehrenburg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe behavior of brittle materials under biaxial and triaxial loading is predictable on the basis of stress envelopes derived from the properties of idealized materials. In the case of nonmetallic brittle materials, the idealized patterns must be somewhat modified to allow for the low tensile strength of these materials. Two basic criteria are recognized: one related to the angle of internal friction, the other a limiting-stress criterion (in tension). The paper culminates in the construction of three-dimensional stress envelopes by means of contours. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPoisson's ratio. =650 \0$aStrength theory. =650 \0$aBiaxial stresses. =650 \0$aTorre's parameter. =650 \0$aTriaxial stresses. =650 \0$aElastic properties. =650 \0$aStresses (material) =650 \0$aFractures. =650 \0$aBrittleness. =650 14$aBrittleness. =650 24$aFractures. =650 24$aStresses (material) =650 24$aIntermediate principal stress. =650 24$aPoisson's ratio. =650 24$aElastic properties. =650 24$aBiaxial stresses. =650 24$aTriaxial stresses. =650 24$aStrength theory. =650 24$aTorre's parameter. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10202J.htm =LDR 02556nab a2200601 i 4500 =001 JTE10203J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10203J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10203J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aJohnson, FA.,$eauthor. =245 10$aFracture Energy and Crack Tunnelling /$cFA. Johnson, JC. Radon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aInstrumented impact testing has been used to measure the dynamic fracture-initiation toughness of some precipitation hardened aluminum alloys. The results of these tests have been calculated by the energy method GIc = ?/?A and by the K calibration formula. The difference in origin and interpretation between the initiation toughness GIc = ?/?A and specific fracture energy ?/A has been considered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact test. =650 \0$aFracture energy. =650 \0$aBrittle fracture. =650 \0$aCrack tunnelling. =650 \0$aCrack propagation. =650 \0$aFracture strength. =650 \0$aAluminum. =650 \0$aAluminum alloys. =650 14$aAluminum alloys. =650 24$aFracture strength. =650 24$aCrack propagation. =650 24$aFracture energy. =650 24$aCrack tunnelling. =650 24$aDouble-cantilever beam specimen. =650 24$aThree-point bend specimen. =650 24$aImpact test. =650 24$aBrittle fracture. =700 1\$aRadon, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10203J.htm =LDR 03374nab a2200637 i 4500 =001 JTE10205J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10205J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10205J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC173.4 =082 04$a530.4/17$223 =100 1\$aSeefried, CG.,$eauthor. =245 10$aCharacterization of Polymeric Materials by Dynamic Mechanical Properties /$cCG. Seefried, JV. Koleske. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe determination and analysis of dynamic mechanical properties provide valuable information to characterize polymeric materials. Such testing of polymers with a torsional pendulum is a relatively simple procedure which requires a small amount of sample and is especially sensitive to changes in molecular structure. Thus, the dynamic mechanical properties of polymeric materials can be related directly to the composition, chemical structure, and morphology of the polymer chains. Data are presented which demonstrate the utility of dynamic mechanical properties in the evaluation of polymeric systems based on the presence of crystalline material, the addition of chemical crosslinks, the incorporation of a plasticizer, and copolymers or blends which exhibit various degrees of component compatibilities. The analytical characteristics of particular interest include the glass transition temperature(s) of the material, the occurrence of any secondary relaxations, and the relative change in modulus values and loss properties, all as functions of temperature and time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlasticizers. =650 \0$aCross-linking. =650 \0$aPolymer blends. =650 \0$aQuality control. =650 \0$aActivation energy. =650 \0$aTorsion pendulums. =650 \0$aGraft polymerization. =650 \0$aDynamic characteristics. =650 \0$aEngineering materials. =650 \0$aPolymers. =650 14$aPolymers. =650 24$aDynamic characteristics. =650 24$aTorsion pendulums. =650 24$aPolymer blends. =650 24$aGraft polymerization. =650 24$aCross-linking. =650 24$aPlasticizers. =650 24$aGlass transition temperature. =650 24$aActivation energy. =650 24$aQuality control. =700 1\$aKoleske, JV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10205J.htm =LDR 02489nab a2200553 i 4500 =001 JTE10197J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10197J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10197J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC231 =082 04$a534/.5$223 =100 1\$aHoffman, GL.,$eauthor. =245 10$aLaboratory Compaction Test Methods and Results Compared with Attainable Field Densities on Subbase Materials /$cGL. Hoffman, G. Cumberledge, WC. Koehler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aWith the extensive use of aggregate material in highway construction (primarily subbase) in Pennsylvania, the Pennsylvania Department of Transportation (PennDOT) initiated an indepth analysis of results of laboratory and field compaction tests on aggregates. This study determined what field and laboratory tests are best correlated to produce the optimum compaction control technique for subbase materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aField strength. =650 \0$aPavement bases. =650 \0$aImpact strength. =650 \0$aDensity (mass/volume) =650 \0$aVibration. =650 \0$aCompacting. =650 14$aPavement bases. =650 24$aField strength. =650 24$aDensity (mass/volume) =650 24$aImpact strength. =650 24$aCompacting. =650 24$aVibration. =700 1\$aCumberledge, G.,$eauthor. =700 1\$aKoehler, WC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10197J.htm =LDR 02699nab a2200637 i 4500 =001 JTE10201J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10201J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10201J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC688 =082 04$a621.36/6$223 =100 1\$aEgle, DM.,$eauthor. =245 12$aA Note on Pseudo-Acoustic Emission Sources /$cDM. Egle, AE. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis paper describes an experimental comparison of the stress waves generated by three sources of simulated acoustic emission events: a piezoelectric generator, an electric spark, and a pulsed laser. The stress waves produced by the electric spark indicate that the stress generating mechanism is the thermally excited pressure pulse in the air surrounding the spark. Each of the sources is shown to be capable of producing stress waves of less than 1-?s duration, but the piezoelectric generator appears to be the most advantageous technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDipoles. =650 \0$aUnipolar. =650 \0$aTransducer. =650 \0$aUltrasonic. =650 \0$aPiezoelectric. =650 \0$aThermal shock. =650 \0$aAcoustic emission. =650 \0$aLongitudinal wave. =650 \0$aLasers. =650 \0$aStress waves. =650 14$aStress waves. =650 24$aDipoles. =650 24$aLasers. =650 24$aAcoustic emission. =650 24$aLongitudinal wave. =650 24$aPiezoelectric. =650 24$aThermal shock. =650 24$aTransducer. =650 24$aUltrasonic. =650 24$aUnipolar. =700 1\$aBrown, AE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10201J.htm =LDR 02985nab a2200541 i 4500 =001 JTE10200J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10200J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10200J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD571 =082 04$a541.372$223 =100 1\$aEndicott, HS.,$eauthor. =245 10$aGuard-Gap Correction for Guarded-Electrode Measurements and Exact Equations for the Two-Fluid Method of Measuring Permittivity and Loss /$cHS. Endicott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aEmpirical equations are developed for evaluating the guard-gap correction for guarded electrodes, taking into account the ratio of gap width to electrode spacing, the ratio of the electrode thickness to the gap width, and the permittivities of the material in the gap and between the electrodes. Exact equations are then developed for calculating specimen permittivity, thickness, and dissipation factor from two-fluid measurements, for the first time taking into account the change in effective area when the specimen is inserted between the electrodes, the dissipation factor of the specimen, and that of the liquid. Series resistance and inductance and change in spacing of the electrodes between the first and second set of readings are also taken into account. The accuracy of the equations is estimated to be such that they will not significantly affect the accuracy of two-fluid measurements. Sample calculations are included. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLosses. =650 \0$aGuard-gap. =650 \0$aGuarded electrodes. =650 \0$aDielectric properties. =650 \0$aTwo-fluid measurements. =650 \0$aElectrodes. =650 \0$aElectrochemical analysis. =650 14$aDielectric properties. =650 24$aElectrodes. =650 24$aLosses. =650 24$aTwo-fluid measurements. =650 24$aGuard-gap. =650 24$aGuarded electrodes. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10200J.htm =LDR 02437nab a2200481 i 4500 =001 JTE10199J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10199J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10199J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.136$223 =100 1\$aCollacott, RA.,$eauthor. =245 10$aMonitoring to Determine the Dynamics of Fatigue Testing /$cRA. Collacott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThese investigations were begun to monitor the sonic response during the fatigue life testing of cantilever specimens; they led to the discovery that the power spectral density from the second overtone (3 x fundamental) changed with time, originally exceeding that from the fundamental. Overtones may have a pronounced influence on fatigue testing, and the experimental results should lead to consideration of the possible dynamic effects introduced by such overtones. Tests show that changes can be detected as a consequence of work hardening and crack growth. Possibly this method may be developed as a nondestructive testing technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSonic tests. =650 \0$aFatigue tests. =650 \0$aPower spectra. =650 \0$aConcrete$xTesting. =650 \0$aAcoustical engineering. =650 14$aFatigue tests. =650 24$aSonic tests. =650 24$aPower spectra. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10199J.htm =LDR 02242nab a2200481 i 4500 =001 JTE10198J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10198J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10198J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7878.4 =082 04$a621.381/028$223 =100 1\$aRack, HJ.,$eauthor. =245 10$aLoad-Time Attenuation During Instrumented Charpy Impact Testing /$cHJ. Rack. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThe uses and limitations of procedures designed to characterize and correct for load-time attenuation occurring during dynamic impact testing are described. The importance of wave form, time to maximum load, and load decay time are considered. It is shown that, within certain bounds, wave form attenuation calibration procedures can be used as a means of correcting data which contains excess filtering. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact tests. =650 \0$aLoads (forces) =650 \0$aElectronic test equipment. =650 \0$aElectronic instruments. =650 \0$aElectronic measurements. =650 14$aImpact tests. =650 24$aElectronic test equipment. =650 24$aLoads (forces) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10198J.htm =LDR 02289nab a2200505 i 4500 =001 JTE10204J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10204J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10204J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aRanganathan, BN.,$eauthor. =245 10$aX-Ray Residual Stress Calibration Data of Certain Ferrous and Nonferrous Alloys /$cBN. Ranganathan, JJ. Wert, WN. Clotfelter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aData pertaining to X-ray residual stress standards of certain ferrous and nonferrous alloys have been presented. These standards which have been obtained using conventional X-ray diffraction techniques will be employed in conducting field-type residual stress measurements in the shuttle program by using automatic servo-controlled systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aField tests. =650 \0$aResidual stress. =650 \0$aX ray diffraction. =650 \0$aStress corrosion. =650 \0$aAlloys$xStress corrosion. =650 14$aResidual stress. =650 24$aX ray diffraction. =650 24$aField tests. =700 1\$aWert, JJ.,$eauthor. =700 1\$aClotfelter, WN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10204J.htm =LDR 02342nab a2200553 i 4500 =001 JTE11703J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11703J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11703J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA441 =082 04$a625.8$223 =100 1\$aRad, PF.,$eauthor. =245 12$aA Simple Technique for Determining Relative Strength of Aggregates /$cPF. Rad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe performance of graded aggregate bases can normally be determined from the property indexes of the aggregate materials such as compressive strength, density, abrasion, hardness, and absorption. All these values can be systematically obtained through standardized laboratory operations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAbrasion. =650 \0$aAggregates. =650 \0$aImpact tests. =650 \0$aCompressive strength. =650 \0$aAggregates (Building materials)$xTesting. =650 \0$aPavements$xDesign and construction. =650 \0$aPavements$xTesting. =650 \0$aRoads$xDesign and construction. =650 \0$aCrushed aggregates. =650 \0$aStrength of materials. =650 14$aAggregates. =650 24$aImpact tests. =650 24$aAbrasion. =650 24$aCompressive strength. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11703J.htm =LDR 02945nab a2200589 i 4500 =001 JTE11700J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11700J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11700J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aChwirut, DJ.,$eauthor. =245 10$aTensile Creep of Angle-Plied Boron/Epoxy Laminates /$cDJ. Chwirut. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aTensile creep tests were performed at 75°F (24°C) and 300°F (149°C) on 26 specimens cut from ±30-deg and ±45-deg laminates of boron/epoxy composite material to characterize the creep behavior of these materials. A linear viscoelastic laminate theory proposed by McQuillen was compared with the experimental data for the tests run at 75°F (24°C). The predicted creep strains differed greatly from the measured values, indicating that the linear theory is not applicable to laminates with these filament orientations. A general creep equation of the form ? = k?mtn was fitted to the experimental data with excellent correlation. The stress exponents was fitted to the experimental data with excellent correlation. The stress exponents m varied from 1.79 to 5.17 for the four series of tests, thus characterizing the nonlinear behavior of boron/epoxy laminates with these filament orientations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBoron. =650 \0$aComposite. =650 \0$aLaminates. =650 \0$aMaterials. =650 \0$aBoron/epoxy. =650 \0$aEpoxy laminates. =650 \0$aViscoelasticity. =650 \0$aCreep properties. =650 \0$aTensile architecture. =650 14$aLaminates. =650 24$aEpoxy laminates. =650 24$aBoron. =650 24$aComposite. =650 24$aMaterials. =650 24$aCreep properties. =650 24$aViscoelasticity. =650 24$aBoron/epoxy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11700J.htm =LDR 02765nab a2200553 i 4500 =001 JTE11701J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11701J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11701J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP881 =082 04$a666/.893$223 =100 1\$aAdepegba, D.,$eauthor. =245 14$aThe Effect of Water Content on the Compressive Strength of Laterized Concrete /$cD. Adepegba. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aLaterized concrete is defined as concrete in which laterite fines replace sand. A previous paper highlighted only the salient points of difference between laterized and normal concrete. The results reported in this paper are mainly on the effect of water content on the compressive strength of laterized concrete. Other properties such as durability, resistance to frost action, and creep need to be investigated to decide whether or not laterized concrete would be usable in all climates. It is the aim of the author that this paper and his earlier paper will generate research interest in other parts of the world where facilities and climatic conditions are more favorable for the investigations of properties which are not easily investigated in the tropics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcretes. =650 \0$aLaterites. =650 \0$aAggregates. =650 \0$aDurability. =650 \0$aWater cement ratio. =650 \0$aCompressive strength. =650 \0$aAggregates (Building materials) =650 \0$aCement. =650 14$aLaterites. =650 24$aConcretes. =650 24$aWater cement ratio. =650 24$aDurability. =650 24$aAggregates. =650 24$aCompressive strength. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11701J.htm =LDR 03077nab a2200673 i 4500 =001 JTE11699J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11699J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11699J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aLaird, C.,$eauthor. =245 10$aHistory Dependence in the Cyclic Stress-Strain Response of Wavy Slip Materials /$cC. Laird, JM. Finney, A. Schwartzman, R. de la Veaux. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA conflict exists as to whether the saturated flow stress of a wavy slip metal cycled at high plastic strain amplitudes depends on history or not. To resolve this, mechanical tests have been carried out on heavily cold-worked copper and the structures studied by transmission electron microscopy. It has been found that, for any material, there exists a prestrain (dependent on many testing and material factors) below which cyclic stress-strain response is history independent and above which it is dependent. For severe prestrains, the cycling is insufficient to balance the dislocation structures in the cell walls, and the cells are more angular and misoriented than those which occur in annealed metal subjected to strain cycling. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aNickel. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aSlip mode. =650 \0$aCyclic loads. =650 \0$aCarbon steels. =650 \0$aFatigue (materials) =650 \0$aStructure sensitivity. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aStresses. =650 24$aStrains. =650 24$aCyclic loads. =650 24$aCopper. =650 24$aNickel. =650 24$aCarbon steels. =650 24$aFatigue (materials) =650 24$aStructure sensitivity. =650 24$aSlip mode. =700 1\$aFinney, JM.,$eauthor. =700 1\$aSchwartzman, A.,$eauthor. =700 1\$ade la Veaux, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11699J.htm =LDR 02516nab a2200553 i 4500 =001 JTE11698J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11698J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11698J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMitchell, MR.,$eauthor. =245 10$aCumulative Fatigue Damage Analysis of a Light Truck Frame /$cMR. Mitchell, RM. Wetzel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aA case study describes a fatigue damage analysis of a light truck frame. The objective of the analysis is to determine whether an existing frame design can safely accept a 10% increase in load. The analysis, completed in less than a month, incorporates an experimental stress-strain analysis, proving ground test data, and experimentally determined properties of the frame material. Three common methods of damage analysis and a relatively new procedure are compared and the advantages of the new method are demonstrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aStrains. =650 \0$aStress analysis. =650 \0$aDamage assessment. =650 \0$aFatigue (materials) =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aDamage. =650 24$aDamage assessment. =650 24$aFatigue (materials) =650 24$aStress analysis. =650 24$aStrains. =700 1\$aWetzel, RM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11698J.htm =LDR 02663nab a2200673 i 4500 =001 JTE11704J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11704J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11704J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB43.6 =082 04$a616.07/58$223 =100 1\$aFaulring, GM.,$eauthor. =245 10$aDetection of Chrysotile Asbestos in Airborne Dust from Thermosetting Resin Grinding /$cGM. Faulring, WD. Forgeng, EJ. Kleber, HB. Rhodes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAirborne dust samples generated during grinding thermosetting resin plaques containing 0.8 to 18% chrysotile and reference samples were examined optically and on the electron microprobe up to magnifications of x900. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIodine. =650 \0$aChrysotile. =650 \0$aSerpentine. =650 \0$aPhase contrast. =650 \0$aVacuum deposition. =650 \0$aElectron microprobe. =650 \0$aResin-encapsulation. =650 \0$aThermosetting resins. =650 \0$aLight (visible radiation) =650 \0$aElectron Probe Microanalysis. =650 \0$aMicroscopy, Electron. =650 \0$aMicroprobe analysis. =650 14$aThermosetting resins. =650 24$aSerpentine. =650 24$aIodine. =650 24$aChrysotile. =650 24$aLight (visible radiation) =650 24$aPhase contrast. =650 24$aResin-encapsulation. =650 24$aVacuum deposition. =650 24$aElectron microprobe. =700 1\$aForgeng, WD.,$eauthor. =700 1\$aKleber, EJ.,$eauthor. =700 1\$aRhodes, HB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11704J.htm =LDR 02681nab a2200565 i 4500 =001 JTE11695J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11695J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11695J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aBranco, CM.,$eauthor. =245 13$aAn Analysis of the Influence of Mean Stress Intensity and Environment on Fatigue Crack Growth in a New High Strength Aluminum Alloy /$cCM. Branco, JC. Radon, LE. Culver. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThe effects of the mean stress intensity factor Km and the range of the stress intensity ?K on fatigue crack propagation during wholly tensile loading cycles in the aluminum (Al) alloy RR58 in laboratory air and in a 3.5% NaCl solution have been studied using contoured double-cantilever beam specimens. In general the fatigue crack growth rate in NaCl solution was greater than in air under similar conditions except for tests in which high values of the maximum stress intensity factor were used when no significant difference was observed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aAluminum alloys. =650 \0$aCorrosion fatigue. =650 \0$aCrack propagation. =650 \0$aFracture properties. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFracture properties. =650 24$aAluminum alloys. =650 24$aCorrosion fatigue. =650 24$aStresses. =650 24$aCrack propagation. =700 1\$aRadon, JC.,$eauthor. =700 1\$aCulver, LE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11695J.htm =LDR 03383nab a2200625 i 4500 =001 JTE11702J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11702J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11702J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aClark, WG.,$eauthor. =245 10$aVariability in Fatigue Crack Growth Rate Testing /$cWG. Clark, SJ. Hudak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aTo provide the data necessary to develop a recommended practice for fatigue crack growth rate testing, an extensive interlaboratory (round robin) program was conducted and the variability and bias associated with the current state of the art of fatigue crack growth rate testing was determined.Fatigue crack growth rate data (expressed in terms of linear elastic fracture mechanics parameters) were generated for a 190-ksi (1310-MPa) yield strength 10 Ni-8Co-1Mo steel at 15 different laboratories with several test specimen geometries.The results were evaluated statistically and on the basis of a graphical comparison, and the variability and bias associated with both the experimental and analytical aspects of crack growth rate testing were determined.In general, the overall interlaboratory variability was found to be approximately 3 to 1 (on crack growth rate at a given stress intensity range) The intralaboratory variability was typically 2 to 1.No significant geometry or data processing bias was encountered.The results of this study show that the primary source of variability associated with fatigue crack growth rate testing is the experimental procedure used to obtain the raw test data (crack length versus elapsed cycles) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aFailure. =650 \0$aStresses. =650 \0$aToughness. =650 \0$aVariability. =650 \0$aFatigue tests. =650 \0$aFatigue (materials) =650 \0$aCracking (fracturing) =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue (materials) =650 24$aCracking (fracturing) =650 24$aVariability. =650 24$aFailure. =650 24$aFatigue tests. =650 24$aSteels. =650 24$aStresses. =650 24$aToughness. =700 1\$aHudak, SJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11702J.htm =LDR 02605nab a2200565 i 4500 =001 JTE11697J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11697J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11697J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aHofer, KE.,$eauthor. =245 12$aA Comparison of the Elevated Temperature Strength Loss in High Tensile Strength Graphite/Epoxy Composite Laminates Due to Ambient and Accelerated Aging /$cKE. Hofer, M. Stander, PN. Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA comparison is made between ambient and accelerated aged panels and panels tested immediately after curing. Strength reductions as a function of time of aging and temperature for several orientations of laminates were determined. The effect of adding interlayers of glass scrim cloth between graphite plies was investigated. The high tensile strength graphite-epoxy material studied was Modmor® II graphite/Narmco® 5206 epoxy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGraphite. =650 \0$aEpoxy laminates. =650 \0$aAccelerated tests. =650 \0$aFlexural strength. =650 \0$aComposite materials. =650 \0$aEnvironmental tests. =650 \0$aTensile architecture. =650 14$aComposite materials. =650 24$aGraphite. =650 24$aEpoxy laminates. =650 24$aEnvironmental tests. =650 24$aAccelerated tests. =650 24$aFlexural strength. =700 1\$aStander, M.,$eauthor. =700 1\$aRao, PN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11697J.htm =LDR 02950nab a2200637 i 4500 =001 JTE11696J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11696J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11696J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aPearlstein, F.,$eauthor. =245 10$aCharacterization of Galvanized Sheet Steel for Automotive Vehicle Bodies /$cF. Pearlstein, A. Gallaccio. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aCommercially available galvanised steel sheet materials, obtained from several sources and representing sinc coatings of conventional spangles (sinc crystal faces), minimized spangles, and diffusion alloy (galvanneal), were characterized for quality and performance. Thicknesses of the galvanised coatings were determined by chemical stripping (procedures for which are offered), by microscopic examination of cross-sectioned specimen, and by magnetic and eddy-current measuring devices. These methods were compared for reproducibility and suitability for general use. Corrosion resistances of the galvanised steels were determined following specific periods of exposure of specimens in 5% salt-fog environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aWelding. =650 \0$aStripping. =650 \0$aFormability. =650 \0$aSinc alloys. =650 \0$aSinc coatings. =650 \0$aPaint adhesion. =650 \0$aCorrosion resistance. =650 \0$aGalvanized materials. =650 \0$aCorrosion. =650 14$aSteels. =650 24$aGalvanized materials. =650 24$aSinc coatings. =650 24$aFormability. =650 24$aSinc alloys. =650 24$aCorrosion resistance. =650 24$aWelding. =650 24$aCoating thickness measurements. =650 24$aStripping. =650 24$aPaint adhesion. =700 1\$aGallaccio, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11696J.htm =LDR 03461nab a2200601 i 4500 =001 JTE20140276 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140276$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140276$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aSar??s?k, G.,$eauthor. =245 10$aClassification of Parameters Affecting Impact Resistance of Natural Stones /$cG. Sar??s?k, E. Özkan, E. Kundak, H. Akdas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aThis study used various test methods to analyze the impact resistance of marble, limestone, and travertine to determine their breaking potential when they are used for interior and exterior floor covering. A total of 17 kinds of natural rocks (7 marbles, 5 travertines, and 5 limestones) were categorized according to their commonly used geological formations and were subjected to various characterization tests (mineralogical and petrographic characteristics, chemical properties, as well as physical and mechanical properties). The rupture energy caused by an impact on natural rocks was determined according to the BS EN 14158 standard, whereas restitution coefficients were determined according to the BS EN ISO 10545-5 standard. The impact resistance, rupture energy, and restitution coefficient of polished natural stone plates that were used in the tests were statistically analyzed. The parameters that affected these variables of natural rocks were plate thickness, mineralogical and petrographic characteristics, and physical and mechanical properties. Finally, the potential fractures of the specimens were classified based on impact resistance, rupture energy, and restitution coefficient. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClassification. =650 \0$aRupture energy. =650 \0$aPotential fracture. =650 \0$aStatistical analysis. =650 \0$aRestitution coefficient. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 \0$aNatural Stones. =650 14$aNatural stones. =650 24$aImpact resistance test methods. =650 24$aStatistical analysis. =650 24$aPotential fracture. =650 24$aClassification. =650 24$aRupture energy. =650 24$aRestitution coefficient. =700 1\$aÖzkan, E.,$eauthor. =700 1\$aKundak, E.,$eauthor. =700 1\$aAkdas, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140276.htm =LDR 03132nab a2200577 i 4500 =001 JTE20140310 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140310$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140310$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ230 =082 04$a621.8/15$223 =100 1\$aChen, Wu-Lin,$eauthor. =245 10$aSystem Reliability of a Machine Repair System With a Multiple-Vacation and Unreliable Server /$cWu-Lin Chen, Chia-Hsien Wen, Zheng-Han Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThis study deals with reliability and sensitivity analysis of a machine repair system with warm standbys and an unreliable server having multiple-vacation. Failure times of operating and warm standby machines are assumed to be exponentially distributed with parameters ? and ?, respectively. Vacation times of the server are also assumed to be exponentially distributed. A practical example of the model under consideration in this study is provided. The Laplace transform technique was used to derive the reliability function RY(t) and the mean time to system failure MTTF. We performed a parametric investigation that provided numerical results to show how various system parameters affect RY(t) and MTTF. Sensitivity analyses of RY(t) and MTTF, along with changes in specific values of the system parameters, were investigated. Relative sensitivity analyses of RY(t) and MTTF with various parameters were also studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReliability. =650 \0$aMultiple-vacation. =650 \0$aUnreliable server. =650 \0$aSensitivity analysis. =650 \0$aMachine repair system. =650 \0$aMachine design. =650 \0$aMachinery$xReliability. =650 \0$aMechanisches System. =650 14$aMean time to system failure. =650 24$aMultiple-vacation. =650 24$aReliability. =650 24$aSensitivity analysis. =650 24$aUnreliable server. =650 24$aMachine repair system. =700 1\$aWen, Chia-Hsien,$eauthor. =700 1\$aChen, Zheng-Han,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140310.htm =LDR 02978nab a2200529 i 4500 =001 JTE20140324 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140324$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140324$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.5 =082 04$a519.5/354$223 =100 1\$aKayid, M.,$eauthor. =245 12$aA New Family of Generalized Quadratic Hazard Rate Distribution With Applications /$cM. Kayid, I. Elbatal, F. Merovci. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe purpose of this paper is to introduce a new family of the quadratic hazard rate distribution. This new family has the advantage of being capable of modeling various shapes of aging and failure criteria. Furthermore, some well-known lifetime distributions such as generalized exponential distribution, generalized linear hazard rate distribution, and generalized Rayleigh distribution among others follow as special cases. Some statistical and reliability properties of the new family are discussed and the maximum likelihood estimation is used to estimate the unknown parameters. Explicit expressions are derived for the quantiles. In addition, the asymptotic confidence intervals for the parameters are derived from the Fisher information matrix. Finally, the obtained results are validated using a real data set and it is shown that the new family provides a better fit than some other known distributions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOrder statistics. =650 \0$aTransmutation map. =650 \0$aReliability function. =650 \0$aEstimationtheory. =650 \0$aFactor analysis. =650 14$aGeneralized quadratic hazard rate distribution. =650 24$aReliability function. =650 24$aOrder statistics. =650 24$aTransmutation map. =650 24$aMaximum likelihood estimation. =700 1\$aElbatal, I.,$eauthor. =700 1\$aMerovci, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140324.htm =LDR 03901nab a2200553 i 4500 =001 JTE20140159 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140159$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140159$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5.3.H5 =082 04$a625.8$223 =100 1\$aJackson, Alex,$eauthor. =245 10$aReducing Sample Size for Cold In-Place Recycling Design and Testing /$cAlex Jackson, Andrew F. Braham. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aMany current methods of designing and testing cold in-place recycled (CIR) asphalt are undesirable because they require large amounts of material and significant preparation. In an effort to lessen the cost and time of materials testing, this research utilizes several different methods of small scale testing of creep stiffness. These methods include using a discovery hybrid rheometer (DHR) and a three point bending test to find the creep stiffness of emulsion based CIR. The new testing methods used samples on the scale of up to a hundredth the size of what the traditional methods of testing require. The two smaller scale tests were compared to the traditional indirect tension test (IDT) testing. In order to fully evaluate the two reduced sample size test methods, this research observed the effect of gradation, temperature, emulsifier type, and recycled asphalt pavement (RAP) content on creep stiffness. If successful, the use of these new test methods could significantly decrease the damage done to roads, and reduce the cost of material management incurred through the quality control testing methods for pavement. Results showed very good correlation between DHR and IDT testing with a proportional difference between the samples. The standard deviations between the DHR and IDT testing were 18.6 % and 19.2 % of the mean values, respectively, indicating similar accuracies of tests. The tests were also able to distinguish between types of material. The proportional difference between the IDT and DHR is expected and is due to the difference of sample and loading configuration. With the proper shift factor, it is suggested that the DHR can provide similar results with significantly less material versus the traditional IDT test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMix design. =650 \0$aCreep stiffness. =650 \0$aCold mix asphalt. =650 \0$aPavements$xDesign and construction. =650 \0$aPavements$xMaintenance and repair. =650 \0$aPavements, Concrete$xMaintenance and repair. =650 \0$aPavements, Asphalt$xRecycling. =650 \0$aPavements, Concrete$xRecycling. =650 \0$aPavements$xTesting. =650 \0$aPavements$xPerformance. =650 14$aCold mix asphalt. =650 24$aMix design. =650 24$aCreep stiffness. =700 1\$aBraham, Andrew F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140159.htm =LDR 03368nab a2200517 i 4500 =001 JTE20140530 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140530$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140530$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.76.E95 =082 04$a006.3$223 =100 1\$aWang, Yu-Jie,$eauthor. =245 10$aApplying FQFD and Utility Representative Functions Under Fuzzy Environment for FMCDM /$cYu-Jie Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b71 =520 3\$aIn this paper, we apply fuzzy quality function deployment (FQFD) and utility representative functions under fuzzy environment for fuzzy multi-criteria decision-making (FMCDM). In the FMCDM, criteria weights can present both consumers' opinions and experts' opinions. Consumers' opinions are expressed by fuzzy importance levels of customer needs, experts' opinions are presented by fuzzy relationship strength ratings for customer needs on skill needs, and the two opinions are integrated by FQFD. In addition to importance levels of customer needs and relationship strength ratings for customer needs on skill needs being fuzzy numbers, performance criteria ratings of alternatives are also displayed by fuzzy numbers in FMCDM. Thus, multiplying fuzzy numbers and aggregating several pooled fuzzy numbers formed by multiplying fuzzy numbers are critical on computation. Practically, the fuzzy computations are hard. In this paper, we use utility representative functions of multiplication and aggregation on fuzzy numbers to resolve the computation ties, especially for multiplying three fuzzy numbers. In addition, we compare the proposed method with other FMCDM methods to demonstrate our method's feasibility and rationality. Therefore, FMCDM can be finished easily and efficiently through associating FQFD with the utility representative functions of fuzzy numbers applied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuzzy numbers. =650 \0$aFuzzy multiplication. =650 \0$aExpert systems (Computer science) =650 \0$aNeural networks (Computer science) =650 \0$aFuzzy systems. =650 \0$aArtificial intelligence. =650 14$aFMCDM. =650 24$aFuzzy multiplication. =650 24$aFuzzy numbers. =650 24$aFQFD. =650 24$aUtility representative functions. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140530.htm =LDR 03469nab a2200541 i 4500 =001 JTE20140193 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140193$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140193$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aAbed, Ghassan,$eauthor. =245 10$aAssessment of the Poisson Ratio Effect on Low Cycle Fatigue (LCF) Behavior of Shear-Cracking Mode Materials /$cGhassan Abed, Yung-Li Lee, John Quigley, Wensheng Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis paper evaluates the effect of different Poisson's ratios and an equivalent Poisson's ratio formula on the crack initiation angle and life estimation by using the three shear-strain based fatigue damage models (Brown-Miller, Fatemi-Socie, and Liu's Virtual Energy) on strain-controlled biaxial cyclic loading tests of specific tubular material specimens. The four shear failure mode materials studied were Inconel 718, 304L stainless steel, normalized 1050, and quenched/tempered 1050 steels. This study was motivated by the fact that for all the strain-controlled fatigue testing, the induced transverse strain was not measured, but assumed to be a negative product of the axial strain and the Poisson ratio, where the axial strain was known and given, and the Poisson ratio was either assumed to be a constant or a variable represented by a function of elastic and plastic equivalent strains. Therefore, the assumption of a Poisson's ratio in the transverse strain calculation was assessed in this study. It is concluded that the use of different Poisson's ratios in the three fatigue damage models would have some effects on the crack angle prediction, depending on the material type, and little effect on the fatigue life estimation for all materials investigated in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLow cycle fatigue. =650 \0$aCrack initiation life. =650 \0$aCrack initiation angle. =650 \0$aShear (Mechanics) =650 14$aEquivalent Poisson's ratio. =650 24$aLow cycle fatigue. =650 24$aShear-dominant failure mode materials. =650 24$aShear-cracking mode materials. =650 24$aCrack initiation angle. =650 24$aCrack initiation life. =700 1\$aLee, Yung-Li,$eauthor. =700 1\$aQuigley, John,$eauthor. =700 1\$aZhang, Wensheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140193.htm =LDR 03221nab a2200577 i 4500 =001 JTE20140339 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140339$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140339$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aWang, Feng,$eauthor. =245 10$aAnalytical Evaluation of Ride Comfort on Asphalt Concrete Pavements /$cFeng Wang, Said Easa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aRide comfort is very important in the performance evaluation of highway concrete pavements. In this paper, three indices were integrated and used for the evaluation of ride comfort on asphalt concrete pavements: (1) weighted root mean square of the acceleration, (2) root mean square of the squared differences (a measure of heart rate variability), and (3) weighted value of subjective ride comfort. The study involved collection of comprehensive experimental data for 89 highway sections in China that included pavement roughness, ride speed, acceleration, dynamic friction, psychological and physiological data, pavement condition, and questionnaires. Indices and thresholds for acceleration, heart rate variability, and subjective evaluation of ride comfort were developed. In addition, quantitative relations between ride comfort and both pavement roughness and ride speed were established for two specific ranges of dynamic friction. Graphical relations among ride comfort, pavement roughness, and ride speed were established. These relations provide useful guidelines for ride comfort evaluation and highway maintenance management. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpeed. =650 \0$aRoughness. =650 \0$aThreshold. =650 \0$aAcceleration. =650 \0$aRide comfort. =650 \0$aEvaluation index. =650 \0$aAsphalt concrete pavement. =650 \0$aPavements, Asphalt concrete. =650 14$aAsphalt concrete pavement. =650 24$aRide comfort. =650 24$aEvaluation index. =650 24$aThreshold. =650 24$aRoughness. =650 24$aAcceleration. =650 24$aSpeed. =700 1\$aEasa, Said,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140339.htm =LDR 02734nab a2200517 i 4500 =001 JTE20150029 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150029$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150029$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aSener, Bora,$eauthor. =245 10$aNumerical and Experimental Investigation of Friction Effect in Limiting Dome Height Test /$cBora Sener, E. Sabri Kayali. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn this study, the effect of friction in limiting dome height test was investigated numerically and experimentally. Ultra-low-carbon galvanized steel sheets were used as a test material. The thickness of the material was 1.2 mm. Limiting dome height tests were carried out by using three different lubricants, and the test was modeled with the finite-element method. Simulations were done using various friction coefficients to show the effect of friction on the limiting dome height test. It has been observed that necking/fracture area is decreasing and necking/fracture location moves toward the pole side of the material with the decline of the friction coefficient. Similar results were also obtained in the experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNecking. =650 \0$aFriction. =650 \0$aFinite-element simulation. =650 \0$aLimiting dome height test. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aLimiting dome height test. =650 24$aFriction. =650 24$aFinite-element simulation. =650 24$aNecking. =700 1\$aKayali, E. Sabri,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150029.htm =LDR 03030nab a2200541 i 4500 =001 JTE20140536 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140536$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140536$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP261.H9 =082 04$a333.79/68$223 =100 1\$aMa, Pengcheng,$eauthor. =245 10$aTerbium-Doped SrCoO3 as a New Cathode Material for IT-SOFC /$cPengcheng Ma, Tao Liu, Jingkun Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aCathode materials consisting of Sr1-xTbxCoO3-? (x = 0.1, 0.2, 0.3) were prepared from a stoichiometric mixture of SrCO3, Co3O4, and Tb4O7 for intermediate-temperature solid oxide fuel cells (IT-SOFCs). The crystal structure of Sr0.9Tb0.1CoO3-? was defined in the cubic Pm-3 m space group (No. 221), and Sr0.8Tb0.2CoO3-? and Sr0.7Tb0.3CoO3-? had a tetragonal I4/mmm structure. The electrical conductivity values were all higher than 407 S . cm-1 for T >= 500°C. The area specific resistances (ASRs) and its activation energy (Ea) increased with increasing x. The oxygen vacancies and the thermal expansion coefficients (TECs) decreased with increasing x. The TECs were influenced by the concentration of oxygen vacancies and the transition of the Co3+ ions from a low-spin to a high-spin state. The cathodes exhibited porosity microstructure and good adhesion to solid electrolyte. Sr0.9Tb0.1CoO3-? had the best cathode characteristics and the most stable performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuel cells. =650 \0$aThermal expansion. =650 \0$aCobaltate perovskites. =650 \0$aSpin-state transition. =650 \0$aHydrogen$xResearch. =650 \0$aFuel cells$xResearch. =650 \0$aHydrogen as fuel$xEconomic aspects. =650 14$aCobaltate perovskites. =650 24$aSpin-state transition. =650 24$aThermal expansion. =650 24$aFuel cells. =700 1\$aLiu, Tao,$eauthor. =700 1\$aYu, Jingkun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140536.htm =LDR 03325nab a2200541 i 4500 =001 JTE20140237 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140237$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140237$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1570 =082 04$a621.3672$223 =100 1\$aYu, Chia-Ying,$eauthor. =245 10$aMicrowave Imaging in Frequency Domain for Through-Wall Multiple Conductors /$cChia-Ying Yu, Chien-Ching Chiu, Yu-Kai Chou, Szu-Chi Shen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThis paper presents an inverse scattering problem for through-wall imaging. Two separate perfect-conducting cylinders of unknown shapes are behind a homogeneous building wall and illuminated by the transverse magnetic (TM) plane wave. After an integral formulation, a discretization using the method of moment (MoM) is applied. The through-wall imaging (TWI) problem is recast as a nonlinear optimization problem with an objective function defined by the norm of a difference between the measured and calculated scattered electric field. Thus, the shape of the metallic cylinder can be obtained by minimizing the objective function. The asynchronous particle swarm optimization (APSO) is employed to find out the global extreme solution of the object function. Numerical results demonstrate that even when the initial guesses are far away from the exact shapes, and the multiple scattered fields between two conductors are serious, good reconstruction still can be obtained. In addition, the effect of Gaussian noise on the reconstruction result is investigated and the numerical simulation shows that even though the signal-noise ratio (SNR) is 20 dB, we can still get good results of reconstructions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInverse problem. =650 \0$aMultiple scatterers. =650 \0$aThrough-wall imaging. =650 \0$aInfrared detectors. =650 \0$aMicrowave detectors. =650 \0$aMicrowave devices. =650 14$aInverse problem. =650 24$aThrough-wall imaging. =650 24$aAsynchronous particle swarm optimization. =650 24$aMultiple scatterers. =700 1\$aChiu, Chien-Ching,$eauthor. =700 1\$aChou, Yu-Kai,$eauthor. =700 1\$aShen, Szu-Chi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140237.htm =LDR 02627nab a2200481 i 4500 =001 JTE20140319 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140319$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140319$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7888.3 =082 04$a621.39/2$223 =100 1\$aChou, Wen-Sheng,$eauthor. =245 10$aNew Algorithm of Similarity Measures for Pattern-Recognition Problems /$cWen-Sheng Chou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aSimilarity measures under intuitionistic fuzzy sets (IFSs) have received great attention because of their wide range of applications in various areas, especially in solving pattern-recognition problems. Whereas many studies have focused on proposing new similarity measures, these studies did not provide any proof that their proposed similarity measures can solve pattern-recognition problems without a tie. In this study, we propose two similarity measures and prove that these similarity measures are well defined. Furthermore, we construct an algorithm based on our proposed similarity measures and prove that our proposed algorithm can solve pattern-recognition problems under an intuitionistic fuzzy sets environment without an unsolved dilemma. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPattern recognition. =650 \0$aSimilarity measures. =650 \0$aIntuitionistic fuzzy set. =650 \0$aFuzzy systems. =650 \0$aComputer engineering. =650 14$aIntuitionistic fuzzy set. =650 24$aSimilarity measures. =650 24$aPattern recognition. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140319.htm =LDR 03487nab a2200613 i 4500 =001 JTE20140138 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140138$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140138$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ840 =082 04$a621.26$223 =100 1\$aVitel, Gigi,$eauthor. =245 10$aStudy of Temperature Memory Effect During the Thermal Cycling in Hydraulic Systems /$cGigi Vitel, Bogdan Pricop, Marius-Gabriel Suru, Nicoleta Monica Lohan, Leandru-Gheorghe Bujoreanu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aThe effects of thermal cycling in an experimental hydraulic installation of trained shape memory alloy actuators are discussed. After being trained in air for up to 500 flection-deflection cycles during cooling-heating, respectively, with a load fastened at their free ends, the lamellar elements developed two way shape memory effect by reducing their curvature during heating and by recovering it during cooling. Temperature variations versus time were recorded during thermal cycling performed in oil, revealing the influences of: (i) the number of training cycles, (ii) overheating caused by oil thermal-inertia, and (iii) heating interruption during martensite reversion to parent phase. The effects of the number of training cycles, corroborated with heating interruption, were revealed by differential scanning calorimetry both before and after functioning in oil. Heating interruption, associated with temperature memory effect, caused the occurrence of two martensite populations during subsequent cooling, as substantiated by optical and atomic force microscopy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMartensite. =650 \0$aThermal actuator. =650 \0$aShape memory alloy. =650 \0$aAtomic force microscopy. =650 \0$aHydraulicmachinery. =650 \0$aThermal Cycling. =650 \0$aTemperature Memory Effect. =650 14$aShape memory alloy. =650 24$aTwo way shape memory effect. =650 24$aThermal actuator. =650 24$aThermal cycling. =650 24$aMartensite. =650 24$aDifferential scanning calorimetry. =650 24$aAtomic force microscopy. =650 24$aTemperature memory effect. =700 1\$aPricop, Bogdan,$eauthor. =700 1\$aSuru, Marius-Gabriel,$eauthor. =700 1\$aLohan, Nicoleta Monica,$eauthor. =700 1\$aBujoreanu, Leandru-Gheorghe,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140138.htm =LDR 02706nab a2200517 i 4500 =001 JTE20140329 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140329$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140329$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aKhandelwal, H. K.,$eauthor. =245 10$aFracture-Toughness Evaluation of Solution Heat-Treated Zr-2.5Nb Alloys as per ASTM and ISO Standards /$cH. K. Khandelwal, R. N. Singh, J. K. Chakravartty. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aIn the present work, fracture-toughness parameters of Zr-2.5Nb alloy were evaluated as per ASTM E1820 and ISO 12135 standards at 25°C and 300°C. To investigate the influence of the material's microstructure on deviation in fracture-toughness values, Zr-2.5Nb alloy plates were individually water quenched from three soaking temperatures; 850°C, 870°C, and 890°C with 15- and 30-min soaking durations. Under these six conditions, fracture resistance, J-R curves derived from these standards exhibited marginal deviations. However, slope of valid J-R curve region (dJ/da) obtained by two methods had appreciable differences, especially at 300°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aISO standard. =650 \0$aFracture toughness. =650 \0$aSolution heat treatment. =650 \0$aFracture mechanics. =650 14$aFracture toughness. =650 24$aASTM standard. =650 24$aISO standard. =650 24$aZr-2.5Nb alloy pressure tube. =650 24$aSolution heat treatment. =700 1\$aSingh, R. N.,$eauthor. =700 1\$aChakravartty, J. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140329.htm =LDR 03633nab a2200601 i 4500 =001 JTE20140522 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140522$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140522$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169.3 =082 04$a620/.00452$223 =100 1\$aKim, Juyoung,$eauthor. =245 10$aDegradation Behavior of BaTiO3 Dielectrics for MLCCs by an Accelerated Life Test With Voltage and Temperature Stress Factors /$cJuyoung Kim, Seung-Hwan Lee, Jung-Rag Yoon, Chester J. Van Tyne, Ki-Yool Ohk, Heesoo Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aAn accelerated life test (ALT) was designed under voltage and temperature stresses using 1005 type multilayer ceramic capacitors (MLCCs) based Ni-BaTiO3, and failure analysis was also conducted to compare the individual stress. The inverse power and Arrhenius models were applied to the voltage and temperature accelerated tests, respectively, and times to failure (TTF) of MLCCs under individual stress were measured. The stress-life relation was plotted from obtained life data, and characteristic life (B63.5) was calculated at the same condition of 130°C and 3 times rated voltage. B63.5 under the voltage stress was 15.91 min and that of the temperature stress was 17.23 min. It was determined that the voltage stress had more influence on the degradation of insulation resistance for MLCCs. As a result of an analysis of the chemical bonding state from the dielectric ceramic and inner electrodes, according to increase in the stresses, the binding energy of Ti 2p3/2 and Ni 2p3/2 peak changed, which generated oxygen vacancies. These oxygen vacancies accelerated the degradation under the high-voltage stress, caused the reduction of the BaTiO3 ceramic and oxidation of the Ni electrode, and consequently decreased the insulation resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOxygen vacancy. =650 \0$aVoltage stress. =650 \0$aTemperature stress. =650 \0$aAccelerated life test. =650 \0$aInsulation resistance. =650 \0$aAccelerated life testing. =650 \0$aReliability (Engineering) =650 14$aBaTiO3 dielectrics. =650 24$aAccelerated life test. =650 24$aVoltage stress. =650 24$aTemperature stress. =650 24$aOxygen vacancy. =650 24$aInsulation resistance. =700 1\$aLee, Seung-Hwan,$eauthor. =700 1\$aYoon, Jung-Rag,$eauthor. =700 1\$aVan Tyne, Chester J.,$eauthor. =700 1\$aOhk, Ki-Yool,$eauthor. =700 1\$aLee, Heesoo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140522.htm =LDR 03486nab a2200529 i 4500 =001 JTE20140332 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140332$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140332$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK6680.5 =082 04$a621.38833$223 =100 1\$aJoshi, Jay M.,$eauthor. =245 10$aHighly Secure and Fast Video Encryption Using Minimum Overhead in H.264/AVC Bitstream /$cJay M. Joshi, Upena D. Dalal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis paper primarily focuses on the encryption method used to design a selective video encryption scheme to meet following objectives. Encryption and decryption are able to secure in bits-level cryptographic security (after encryption), as well as in the pixel-level visual content security (after decoding for unauthorized user) to meet with sensitive video applications with minimum encryption overhead. It provides perceptual encryption with total scrambling of visual content. Besides, it also makes provision for randomness, not only in spatial but also in the temporal domain. It is presumed that an overall encryption and decryption scheme is quick enough to meet real-time applications. There is no change in the quality of video for genuine users. However, these objectives have been achieved in our proposed algorithm in expense of slight changes in compression bandwidth. The proposed algorithm encrypts residue data and motion vectors after entropy encoding to scramble spatial and temporal resolution. Encryption of motion vectors is based on Expo-Golomb entropy coding in inter-coded macroblock and DC value of residues is encrypted based on context-adaptive variable-length coding (CAVLC) in intra-coded macroblock. In addition, encryption is carried out using an advanced encryption system (AES) in a counter mode stream cipher. The paper deals with security analysis of a proposed scheme in terms of cryptography, as well as perception security. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVideo security. =650 \0$aAdvance video coding. =650 \0$aSelective encryption. =650 \0$aCoding theory. =650 \0$aDigital video$vStandards. =650 \0$aVideo compression. =650 14$aAES algorithm. =650 24$aAdvance video coding. =650 24$aCAVLC. =650 24$aSelective encryption. =650 24$aVideo security. =700 1\$aDalal, Upena D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140332.htm =LDR 03622nab a2200577 i 4500 =001 JTE20140474 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140474$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140474$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR859.7.A78 =082 04$a610.28$223 =100 1\$aVijayakumar, M.,$eauthor. =245 10$aPerformance Evaluation of UPQC for Interconnecting Photovoltaic Systems to the Electric Grid /$cM. Vijayakumar, M. Ramasamy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aThis paper proposes the efficient operation of a unified power-quality conditioner (UPQC) for interconnecting the photovoltaic (PV) systems to the utility grid. An extended reference signal generation scheme is proposed based on a modified version of the p-q theory using a high selectivity filter (HSF) and power angle control method. The proposed topology provides PV power generation, as well as the function of the UPQC. The shunt active power filter (SAPF) is used to extract the power from the PV power-generating system along with compensating the current harmonics and reactive power. The series active power filter (APF) in the UPQC is used for supplying a part of reactive power required by the load, along with the compensation of the voltage sag/swell, voltage unbalance, and voltage harmonics. This is achieved by controlling the phase angle and magnitude of series injected voltage called the power angle control method. The proposed topology utilizes the renewable energy source with an energy storage unit to meet the dc-link voltage requirement of the shunt and series APF of the UPQC. The shunt inverter control scheme is based on the use of HSF for reference-current generations. In addition, the fuzzy-logic controller is implemented for better current control accuracy of the shunt active filter. The simulation and experimental studies are carried out to validate the effectiveness of the proposed PV-based three-phase, four-wire UPQC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHarmonics. =650 \0$aDc-dc converter. =650 \0$aVoltage sag/swell. =650 \0$aFuzzy-logic control. =650 \0$aPower angle control. =650 \0$aPhotovoltaic systems. =650 \0$aBiomedical Engineering. =650 \0$aExpert Systems. =650 \0$aFuzzy Logic. =650 14$aDc-dc converter. =650 24$aPower angle control. =650 24$aHarmonics. =650 24$aFuzzy-logic control. =650 24$aPhotovoltaic systems. =650 24$aVoltage sag/swell. =700 1\$aRamasamy, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140474.htm =LDR 03465nab a2200565 i 4500 =001 JTE20130331 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130331$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130331$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a668.9$223 =100 1\$aCesar dos Santos, Júlio,$eauthor. =245 10$aThermoset Polymer Reinforced With Silica Micro and Nanoparticles /$cJúlio Cesar dos Santos, Túlio Hallak Panzera, André Luiz Christoforo, Kayo de Oliveira Vieira, Marco Antonio Schiavon, Francisco Antonio Rocco Lahr. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aFiber-reinforced composites (FRCs) have been used to replace conventional materials in a wide range of applications in transportation and civil engineering. The dispersion of nanoparticles and microparticles into epoxy matrix phase has been widely investigated to enhance the mechanical properties of hybrid FRCs. The nanoparticles generate large attractive forces among themselves, providing a significant tendency to agglomerate. A chemical treatment based on diallyldimethylammonium chloride (PDDA) was evaluated to disperse the silica nanoparticles within the epoxy polymer. A microstructural analysis was conducted to better assess the results. Experimental analysis was carried out based on the analysis of variance (ANOVA) and Tuckey test in order to verify the effect of PDDA treatment, silica particle size (micro and nano), and silica particle inclusion (1, 2, and 3.5 wt.%) on the mechanical properties of epoxy polymer commonly used as matrix phase in FRCs. The PDDA treatment was able to disperse the silica nanoparticles. The incorporation of 1 wt. % of silica micro or 1 and 2 wt. % of nanoparticles slightly improved the tensile strength and modulus of the epoxy polymer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNano-silica. =650 \0$aMicro-silica. =650 \0$aEpoxy polymer. =650 \0$aPolymeric composites. =650 \0$aFiber reinforced plastics. =650 \0$aPolymer. =650 14$aNano-silica. =650 24$aMicro-silica. =650 24$aEpoxy polymer. =650 24$aPDDA. =700 1\$aHallak Panzera, Túlio,$eauthor. =700 1\$aLuiz Christoforo, André,$eauthor. =700 1\$ade Oliveira Vieira, Kayo,$eauthor. =700 1\$aAntonio Schiavon, Marco,$eauthor. =700 1\$aAntonio Rocco Lahr, Francisco,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130331.htm =LDR 04178nab a2200589 i 4500 =001 JTE20140318 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140318$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140318$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.732$223 =100 1\$aLee, Jusang,$eauthor. =245 10$aEffect of Electrical Surface Charge on Seal Coat Curing and Aggregate Loss Performance /$cJusang Lee, Hyungjun Ahn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis study presents quantifications of the electrical interactions between aggregates and emulsions using zeta potentials and evaluates the interaction influence on seal coat curing and aggregate loss performances. Three emulsions and seven aggregates consisting of CRS-2P, RS-2P, and AE-90S for emulsions and Trap Rock, Sandstone, Blast Furnace Slag, Steel Slag, Limestone, Dolomite, and Crushed Gravel were used for the zeta potential for electrostatic interaction, the water content test for the curing performance, and the sweep test for aggregate loss performance. All aggregates and emulsions showed positive zeta potentials at a low pH and negative zeta potentials at high pH with the exception of Blast Furnace Slag, which exhibited negative zeta potential values regardless of pH levels. This observation confirms that the zeta potential sensitively varies with the pH of solution. Conclusively, the electrical surface charge of an aggregate in emulsions varies with the type of emulsion. CRS-2P presented the fastest water evaporation among the three emulsions, which confirms that cationic emulsions show fast curing due to a negatively charged existing pavement surface, in general, like a felt disk used in this study. Another observation made from the water content test is that Limestone aggregate can slow down the water evaporation rate in CRS-2P. RS-2P and AE-90S show similar retardations, but they are statistically insignificant. It should be noted that there was no electrostatic attraction among the emulsions and Limestone based on the zeta potential test results. However, the electrostatic interaction between CRS-2P and Limestone has the smallest repulsion among Limestone with the emulsions. This study also showed that the electrostatic interaction and aggregate loss performance had a poor correlation (R2 = 0.3212), which may lead to a conclusion that repulsion and attraction between emulsion particle and aggregate particle does not significantly affect the aggregate loss performance of seal coat. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChip seal. =650 \0$aSeal coat. =650 \0$aSweep test. =650 \0$aPerformance. =650 \0$aZeta potential. =650 \0$aElectrical surface charge. =650 \0$aPavements$xPerformance. =650 \0$aRoad materials. =650 \0$aAggregate gradation. =650 \0$aAsphalt mixtures. =650 14$aSeal coat. =650 24$aChip seal. =650 24$aElectrical surface charge. =650 24$aZeta potential. =650 24$aSweep test. =650 24$aPerformance. =700 1\$aAhn, Hyungjun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140318.htm =LDR 03698nab a2200601 i 4500 =001 JTE20140367 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140367$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140367$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aYeo, Chang-Dong,$eauthor. =245 10$aEvaluation of Thermomechanical Damage of a Slipper and Rail in a Rocket Sled System /$cChang-Dong Yeo, Anthony Palazotto, Jingan Song, Rodolfo Buentello. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aDuring the rocket sled test, slippers and rail experience high-speed sliding contact causing critical damage on the surfaces. Because of the significant temperature rise on the contacting surfaces, its fracture mechanism relies on the temperature-dependent material properties. In this study, the thermomechanical damage of the slipper and the rail is systematically investigated through 3D finite-element analysis (FEA) model and simulations. The sliding velocity consisted of 20 m/s, 200 m/s, and 1500 m/s, whereas the vertical velocity (bouncing speed of the slippers) was assumed to be 1.1 m/s. The unique method of including the aerodynamic bounce by allowing the rail to move vertically is quite different from other models explored by collaborating authors. The process of material thermal softening by adiabatic and frictional heat generation is applied to the modeling. From the simulation results, it is found that the damage process and pattern of the slipper and the rail asperity is very dependent upon the sliding velocity and the slipper temperature. For the sliding velocity of 20 m/s, the damage rate of the slipper gradually increases with the elapsed contact time, where the slipper surface produces a plowing type of damage pattern (continuous scratch). However, when the sliding velocity increases beyond 200 m/s, the slipper surface starts showing a gouging type of damage pattern along with a chopping material removal in the rail asperity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGouging. =650 \0$aPlowing. =650 \0$aHyper-speed. =650 \0$aAdiabatic heat. =650 \0$aFrictional heat. =650 \0$aSliding contact. =650 \0$aThermal softening. =650 \0$aMetals$vMechanical properties. =650 14$aSliding contact. =650 24$aFrictional heat. =650 24$aAdiabatic heat. =650 24$aGouging. =650 24$aPlowing. =650 24$aThermal softening. =650 24$aHyper-speed. =700 1\$aPalazotto, Anthony,$eauthor. =700 1\$aSong, Jingan,$eauthor. =700 1\$aBuentello, Rodolfo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140367.htm =LDR 02430nab a2200481 i 4500 =001 JTE20140445 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140445$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140445$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aSrikant, R. R.,$eauthor. =245 10$aMeasurement of Properties of Cutting Fluids With CAPB (Vegetable Based Emulsifier) /$cR. R. Srikant, V. S. N. Venkata Ramana. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aCutting fluids have been used in machining for over two centuries. However, different environmental issues associated with them have limited their application. Although vegetable based cutting fluids are formulated, vegetable based emulsifier is not found in the literature. In the present work, cutting fluids containing both vegetable based emulsifier and vegetable oil were formulated and different properties of the formulated fluids were measured as per ASTM standards to estimate the applicability of the fluids in machining. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProperties. =650 \0$aCutting fluids. =650 \0$aVegetable emulsifier. =650 \0$aMetals$xMechanical properties. =650 14$aCutting fluids. =650 24$aVegetable emulsifier. =650 24$aProperties. =700 1\$aVenkata Ramana, V. S. N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140445.htm =LDR 03348nab a2200541 i 4500 =001 JTE20130306 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130306$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130306$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8$223 =100 1\$aSheikhmotevali, Amir Hossein,$eauthor. =245 10$aRanking of EVA Modified Bitumens Based on AASHTO M320 Performance Related Parameters /$cAmir Hossein Sheikhmotevali, Mahmoud Ameri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThe AASHTO M320-10 bitumen specifications, and the measurements upon which they are based, are designed to provide performance-related properties that can be related in a rational manner to pavement performance. Some reports suggest that the AASHTO M320 specifications are well-suited for dealing with unmodified bitumens. However, a number of studies question the validity of the AASHTO M320 specifications for modified systems. This paper investigates the use and suitability of AASHTO M320 bitumen parameters for ranking of plastomeric polymer modified bitumens. Two methods were used for the ranking of a series of ethylene vinyl acetate (EVA) polymer modified bitumens (PMBs) in terms of the three main distress modes associated with flexible pavements of low temperature cracking, permanent deformation (rutting), and fatigue damage. AASHTO M320 bitumen parameters, practical mechanical asphalt mixture properties were used for ranking of EVA PMBs then the rankings were compared. Results show that AASHTO M320 bitumen parameters are valid for EVA PMBs only at low polymer contents. It is an important conclusion because the high cost of polymers makes the commercial use of modified bitumens only attractive for road construction if the amount of polymer is relatively small. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aEthylene vinyl acetate. =650 \0$aLow temperature cracking. =650 \0$aPavements$xTesting. =650 \0$aProfilometer. =650 \0$aSurface course (Pavements) =650 \0$aRutting. =650 14$aEthylene vinyl acetate. =650 24$aAASHTO M320. =650 24$aFatigue. =650 24$aRutting. =650 24$aLow temperature cracking. =700 1\$aAmeri, Mahmoud,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130306.htm =LDR 02757nab a2200565 i 4500 =001 JTE20140290 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140290$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140290$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156.8 =082 04$a658.5/62$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aX-Bar Control Charts for Non-Normal Correlated Data Under Repetitive Sampling /$cMuhammad Aslam, Nasrullah Khan, Muhammad Azam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aA control chart for non-normal correlated data under repetitive sampling is presented in this manuscript. A Burr distribution is employed to model the non-normal distribution. The proposed control chart is based on two sets of control limits whose coefficients are determined by considering the in-control average run length. The tables of the out-of-control average lengths for various shifts, sample size, and correlations are presented in the paper. The proposed control chart is found to be more efficient than the existing control chart based on single sampling in detection of small process shifts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCorrelation. =650 \0$aControl limits. =650 \0$aQuality control. =650 \0$aBurr distribution. =650 \0$aAverage run length. =650 \0$aProcess control. =650 \0$aSix sigma (Quality control standard) =650 \0$aCorrelation (Statistics) =650 14$aQuality control. =650 24$aBurr distribution. =650 24$aCorrelation. =650 24$aControl limits. =650 24$aAverage run length. =700 1\$aKhan, Nasrullah,$eauthor. =700 1\$aAzam, Muhammad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140290.htm =LDR 03141nab a2200601 i 4500 =001 JTE20140439 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140439$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140439$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aNarita, Fumio,$eauthor. =245 10$aThree-Point Bending Fracture Behavior of Cracked Giant Magnetostrictive Materials Under Magnetic Fields /$cFumio Narita, Koji Shikanai, Yasuhide Shindo, Kotaro Mori. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper numerically and experimentally investigated the three-point bending fracture behavior of cracked giant magnetostrictive materials under magnetic fields. Three-point bending fracture tests were carried out using the single-edge precracked-beam (SEPB) specimens, and the fracture loads were measured under magnetic fields. The crack was created normal to the direction of easy magnetization. Plane strain finite element analysis (FEA) was also performed, and the effect of magnetic fields on the energy release rate and on the apparent fracture toughness (critical energy release rate obtained using the fracture load) was discussed in detail. To the author's knowledge, this work is the first attempt to study the effect of magnetic fields on the fracture behavior of giant magnetostrictive materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMesomechanics. =650 \0$aMagnetic field. =650 \0$aMaterial testing. =650 \0$aFracture toughness. =650 \0$aEnergy release rate. =650 \0$aFinite element method. =650 \0$aMetals$vMechanical properties. =650 14$aMesomechanics. =650 24$aFinite element method. =650 24$aMaterial testing. =650 24$aGiant magnetostrictive materials. =650 24$aEnergy release rate. =650 24$aFracture toughness. =650 24$aMagnetic field. =650 24$aSmart materials and structures. =700 1\$aShikanai, Koji,$eauthor. =700 1\$aShindo, Yasuhide,$eauthor. =700 1\$aMori, Kotaro,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140439.htm =LDR 03697nab a2200529 i 4500 =001 JTE20140096 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140096$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140096$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aLiu, Wenhua,$eauthor. =245 10$aEffect of Drying and Wetting on the Shear Strength of a Low-Plasticity Clay With Different Initial Dry Densities /$cWenhua Liu, Qing Yang, Xiaowei Tang, Gang Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aSoils near the ground surface are naturally subjected to drying and wetting cycles because of climatic changes. The shear strength variations of soils induced by drying and wetting affect the stability of the geotechnical structures. The general objective of this study is to assess the effect of drying and wetting on the shear strength of a low-plasticity clay, classified as CL according to the Unified Soil Classification System, from Dalian, China. A series of consolidated undrained triaxial tests were conducted on the specimens with three different initial dry densities of 1.61, 1.71, and 1.76 Mg/m3. These tests were conducted under the saturated condition after the specimens were subjected to different numbers of drying and wetting cycles. The results indicate that drying and wetting have different impacts on the mechanical behaviors of soils with different initial dry densities. For the specimens with the initial dry density of 1.61 Mg/m3, the internal friction angle increased, whereas the residual strength and cohesion decreased after cyclic drying and wetting. The stress-strain relationships altered from strain hardening to strain softening. As for the specimens with the initial dry density of 1.71 and 1.76 Mg/m3, the internal friction angle, residual strength, and cohesion all decreased after cyclic drying and wetting. Based on the experimental results, it is concluded that the variations of the shear strengths can be attributed to the irreversible volume compression and the variation of dilatancy. The overall influence of drying and wetting on the mechanical behaviors depends on the initial state of soils. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDry density. =650 \0$aDrying/wetting. =650 \0$aShear strength. =650 \0$aLow-plasticity clay. =650 \0$aShear (Mechanics) =650 14$aDrying/wetting. =650 24$aShear strength. =650 24$aLow-plasticity clay. =650 24$aDry density. =700 1\$aYang, Qing,$eauthor. =700 1\$aTang, Xiaowei,$eauthor. =700 1\$aYang, Gang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140096.htm =LDR 02964nab a2200541 i 4500 =001 JTE20140331 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140331$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140331$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aKim, Young Kyu,$eauthor. =245 10$aBond-Fatigue Behavior of Bonded Concrete Overlay /$cYoung Kyu Kim, Seung Woo Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aBonded concrete overlays have a structural advantage over unbonded concrete overlays when the overlay and the existing pavement layer behave as a monolithic layer. Therefore, it is important to ensure suitable bond strength between the two layers. Many studies have specified the bond-strength criteria for the construction of bonded concrete overlays based on a monotonic load as pull off test. However, cyclic stress at the interface of bonded concrete overlay layer occurs by the repetition of traffic loading and environmental loading caused by daily temperature changes. In this study, a strategic test procedure is developed to investigate potential bond failures caused by cyclic loading, and a bond-fatigue equation for a bonded concrete overlay was suggested. The test results indicate that early distress in bonded concrete overlay may arise because of a bond failure if the bond stress at the interface exceeds 90 % of the bond strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBond stress. =650 \0$aCyclic loads. =650 \0$aBond-fatigue behavior. =650 \0$aIndirect tensile test. =650 \0$aBonded concrete overlay. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 14$aBonded concrete overlay. =650 24$aBond stress. =650 24$aBond-fatigue behavior. =650 24$aIndirect tensile test. =650 24$aCyclic loads. =700 1\$aLee, Seung Woo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140331.htm =LDR 02873nab a2200589 i 4500 =001 JTE20140284 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140284$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140284$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT174.7 =082 04$a620$223 =100 1\$aOlvera-Tapia, Omar,$eauthor. =245 10$aEffect of Bushing Miniaturization on the Static Friction Coefficient /$cOmar Olvera-Tapia, Ernst Kussul, José M. Rodríguez-Lelis, Tatiana Baidyk, José Sanchez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aAs machines become smaller, friction plays an increasingly important role in their performance. Although friction is a well-studied phenomenon, few studies have been performed on bushings and shafts with loads of a few tens of mN and dimensions of a few mm. In this work, the static friction coefficient is investigated for a miniature steel shaft rotating in bronze SAE 40 bushings. A new approach is presented to measure the static friction coefficient of a miniature bushing. The coefficient was evaluated without lubrication. It shows a linear dependence at loads higher than 152 mN and a nonlinear dependence at loads smaller than 152 mN. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBushing. =650 \0$aLow loads. =650 \0$aMicro friction. =650 \0$aMicromechanics. =650 \0$aBiotechnology. =650 \0$aMolecular Biology. =650 \0$aMiniaturization. =650 14$aMicromechanics. =650 24$aMiniaturization. =650 24$aBushing. =650 24$aStatic friction coefficient. =650 24$aMicro friction. =650 24$aLow loads. =700 1\$aKussul, Ernst,$eauthor. =700 1\$aRodríguez-Lelis, José M.,$eauthor. =700 1\$aBaidyk, Tatiana,$eauthor. =700 1\$aSanchez, José,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140284.htm =LDR 03874nab a2200589 i 4500 =001 JTE20140532 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140532$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140532$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.M5 =082 04$a620.1/1892$223 =100 1\$aNasser, Ramadan A.,$eauthor. =245 10$aMeasurement of Some Strength Properties and the Chemical Compositions of Seven Hardwood Species Grown in Northwest Egypt /$cRamadan A. Nasser, Mohamed Z. M. Salem, Hamad A. Al-Mefarrej, Ibrahim M. Aref. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b49 =520 3\$aThe present study evaluated for the first time, some strength properties and the chemical compositions of seven hardwood species grown in Northeast Egypt, namely, Acacia saligna, Delonix regia, Erythrina humeana, Ficus elastica, Leucaena leucocephala, Melia azedarach, and Meryta sinclairii. The analysis of variance (ANOVA) results indicated that the effect of wood species on the mechanical properties and chemical compositions was significant (P < 0.01). The parameters used to describe the mechanical properties and chemical compositions of the wood of the seven species differed from one species to another. The cellulose contents of the studied species, except for L. leucocephala (43.2 %), M. azedarach (44.1 %), and M. sinclairii (44.0 %), were found to be lower than those of common hardwood species. The variations in MOR, MOE, Cmax, and tensile strength among the seven species were expected given the differences in wood density and chemical compositions. Except for E. humeana, the other hardwood species studied could be considered to have moderate hardness and are suitable for making floor parquets. Overall, based on the studied mechanical properties, the wood of M. azedarach and M. sinclairii showed good MOR, MOE, and Cmax values, whereas E. humeana wood had the lowest such values. In terms of mechanical properties, the seven hardwood species studied in the present investigation can thus be concluded to have the following order: M. azedarach > M. sinclairii > L. leucocephala > D. regia > F. elastica > A. saligna > E. humeana. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood density. =650 \0$aJanka hardness. =650 \0$aHardwood species. =650 \0$aStrength properties. =650 \0$aChemical composition. =650 \0$aMechanical properties. =650 \0$aMicromechanics. =650 \0$aSolid state physics. =650 14$aMechanical properties. =650 24$aChemical composition. =650 24$aHardwood species. =650 24$aJanka hardness. =650 24$aStrength properties. =650 24$aWood density. =700 1\$aSalem, Mohamed Z. M.,$eauthor. =700 1\$aAl-Mefarrej, Hamad A.,$eauthor. =700 1\$aAref, Ibrahim M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140532.htm =LDR 03328nab a2200505 i 4500 =001 JTE20130241 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130241$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130241$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aHong, Feng,$eauthor. =245 10$aEvaluation of Asphalt Overlay Permanent Deformation Based on Ground-Penetrating Radar Technology /$cFeng Hong, Darhao Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aPermanent deformation in materials can lead to rutting on an asphalt pavement. Rutting poses potential hazard to vehicles running on the pavement because of hydroplaning during wet weather conditions. To mitigate or remedy rutting, it is of critical importance to identify the sources and causes of the permanent deformation. Traditional methods mainly rely on cutting a trench to approach this issue. Despite the accuracy, it is labor intensive and time consuming, not to mention having a destructive characteristic. To improve on these, this study discusses the feasibility of potential use of a non-destructive technology with ground-penetrating radar (GPR). GPR is used to estimate the permanent deformation in an asphalt overlay on top of an existing concrete pavement. The GPR antenna mounted on a moving vehicle could detect pavement layer thickness at a fast speed. It also provides full coverage on the pavement along the driving direction. The permanent deformation is estimated by comparing the layer thicknesses between the right wheel path and lane center. In particular, the results could reveal the permanent deformation involving the following three critical aspects: (1) in which layer(s) the permanent deformation occurs; (2) where the permanent deformation is located along the driving direction; and (3) how significant the permanent deformation is. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aAsphalt overlay. =650 \0$aPavement evaluation. =650 \0$aNon-destructive testing. =650 \0$aPavements, Asphalt concrete. =650 14$aPavement evaluation. =650 24$aAsphalt overlay. =650 24$aRutting. =650 24$aNon-destructive testing. =700 1\$aChen, Darhao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130241.htm =LDR 03515nab a2200553 i 4500 =001 JTE20140241 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140241$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140241$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1001 =082 04$a621.319/1/0151$223 =100 1\$aYuvaraju, M.,$eauthor. =245 10$aReduction of Higher-Order Linear Time-Invariant SISO Continuous Systems to Its Lower-Order Model Employing an Improved Water Swirl Algorithm /$cM. Yuvaraju, N. Devarajan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThis paper proposes a new version of the water swirl algorithm (WSA), namely, improved water swirl algorithm for lower-order model formulation of single-input-single-output (SISO) continuous systems. The WSA is a swarm-based optimization technique that mimics the way by which water finds a drain in a sink. It observes the flowing and searching behavior of water for drains and proposes suitable strength update equations to locate the optimum solution iteratively from the initial randomly generated search space. The strength of a water particle is governed by three components, namely, inertia, a cognitive component, and a social component. In the proposed improved WSA, the cognitive component of a water particle is split into a good-experience component and worst-experience component. Because of the inclusion of the worst-experience component, the particle can bypass the previously visited worst position and try to occupy the best position. A weighted average method is proposed in this paper to reduce the higher-order model formulation to lower-order form. The result shows good performance of the improved WSA in solving SISO continuous system problems, as compared to other existing techniques. The proposed method is illustrated through numerical examples from the literature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSwarm optimization. =650 \0$aLinear time invariant. =650 \0$aWater swirl algorithm. =650 \0$aSISO continuous system. =650 \0$aWeighted average method. =650 \0$aLinear time invariant systems. =650 \0$aElectric Power Systems. =650 14$aWater swirl algorithm. =650 24$aWeighted average method. =650 24$aLinear time invariant. =650 24$aSISO continuous system. =650 24$aSwarm optimization. =650 24$aLower-order model formulation. =700 1\$aDevarajan, N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140241.htm =LDR 02611nab a2200517 i 4500 =001 JTE20140347 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140347$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140347$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.S5 =082 04$a624.1/7762$223 =100 1\$aMokhtarnia, B.,$eauthor. =245 10$aDevelopment of a New Device for Bending Fatigue Testing /$cB. Mokhtarnia, M. Layeghi, S. H. Rasouli, B. Soltangheis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis paper presented an original bending fatigue-testing setup for fatigue characterization of composite materials. A three point quasi-static setup was introduced that was capable of applying stress control load in different loading waveforms, frequencies, and stress ratios. This setup was equipped with computerized measuring instruments to evaluate fatigue damage mechanisms. A detailed description of its different parts and working features was given and dynamic analysis was done to verify functional accuracy of the device. Feasibility was validated successfully by conducting experimental fatigue tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComposites. =650 \0$aBending fatigue. =650 \0$aBending. =650 \0$aShells (Engineering) =650 14$aBending fatigue. =650 24$aQuasi-static testing setup. =650 24$aExperimental fatigue testing. =650 24$aComposites. =700 1\$aLayeghi, M.,$eauthor. =700 1\$aRasouli, S. H.,$eauthor. =700 1\$aSoltangheis, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140347.htm =LDR 03158nab a2200517 i 4500 =001 JTE20140354 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140354$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140354$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA13 =082 04$a510/.71/273$223 =100 1\$aLiao, Mao-Sheng,$eauthor. =245 10$aKey Criteria for Evaluating the Green Performance of Ports /$cMao-Sheng Liao, Ji-Feng Ding, Gin-Shuh Liang, Kuo-Liang Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b48 =520 3\$aThe main purpose of this paper was to apply the analytic hierarchy process (AHP) method to evaluate the key criteria of green performance of ports in Taiwan. After first constructing a hierarchical framework with 3 dimensions and 12 evaluation criteria based on the literature and views of scholars and industry experts, the AHP method was used to evaluate the key criteria based on the results of the AHP questionnaire. The results show that: (1) "hardware equipment" is the most important dimension when evaluating green performance of ports in Taiwan; (2) in order of importance, the top 6 key criteria for determining the green performance of ports were "low-pollution equipment," "environmental quality monitoring facilities," "port operating efficiency," "environmental pollution emergency treatment capacity," "efficiency of infrastructure linking to port" and "degree of carrier cooperation with the green port." Furthermore, the study's results could provide a reference for evaluating green port competence for port operators in the future, as well as guidance to implementing a green port policy for port authority. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGreen port. =650 \0$aEnvironmental performance. =650 \0$aEvaluation criteria. =650 \0$aMathematics achievement. =650 14$aEvaluation criteria. =650 24$aGreen port. =650 24$aEnvironmental performance. =650 24$aAnalytic hierarchy process. =700 1\$aDing, Ji-Feng,$eauthor. =700 1\$aLiang, Gin-Shuh,$eauthor. =700 1\$aLee, Kuo-Liang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140354.htm =LDR 04535nab a2200637 i 4500 =001 JTE20140340 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140340$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140340$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA465 =082 04$a620.1/76$223 =100 1\$aSamal, M. K.,$eauthor. =245 10$aStudy of the Effects of Various Geometrical and Loading Parameters on the Fracture Resistance Behaviour of a Reactor-Grade Pressure Vessel Steel in the Upper Shelf as Well as DBTT Regime /$cM. K. Samal, M. Seidenfuss. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aUnlike mechanical properties, the fracture resistance behaviour of ductile materials depends upon the state of stress existing ahead of the growing crack-tip. For ductile materials, the fracture resistance, expressed in terms of J-R curve, goes on changing with crack growth. The J-R curves are influenced by the specimen geometry, size, crack-depth, and loading and boundary conditions, etc. Another complicacy arises in the ductile-to-brittle transition temperature regime, where the fracture toughness exhibits considerable scatter and dependency upon temperature. For structural integrity analysis of safety-critical components, fracture resistance data are required in the upper-shelf as well as in the transition regime in order to account for the design-basis postulated accidental loading conditions. It may not always be possible to carry out fracture tests on real-life components due to several limitations, including those of irradiation environment apart from the prohibitive cost and time required for the tests. Finite element (FE) analysis of the components with postulated cracks and loading conditions offer an impressive alternative to safety-analysts. In this work, experiments were conducted on two different types of fracture mechanics specimens not only in the upper-shelf but also in the transition regime. The effect of crack-depth on the fracture behaviour was studied using shallow-cracked and deep-cracked specimens. The size effect was studied using specimens with different thickness values. The effect of specimen geometry and loading condition was studied using a compact-tension and a single-edged-notched-bend specimen. For the FE analysis, nonlocal Rousselier's damage model was used. We extensively studied the effects of several variables on the fracture toughness of a ferritic pressure vessel steel, which have not received much attention in the literature. Extensive experiments were conducted to verify the numerical simulation results of nonlocal damage models. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeometry. =650 \0$aJ-R curve. =650 \0$aDuctile fracture. =650 \0$aFracture resistance. =650 \0$aNonlocal damage model. =650 \0$aEffect of specimen size. =650 \0$aFinite element simulation. =650 \0$aTECHNOLOGY & ENGINEERING$xMaterial Science. =650 \0$aSteel$xFracture. =650 \0$aSteel$xHeat treatment. =650 \0$aFinite element method. =650 14$aNonlocal damage model. =650 24$aRousselier's constitutive formulation. =650 24$aDuctile fracture. =650 24$aFinite element simulation. =650 24$aFracture resistance. =650 24$aJ-R curve. =650 24$aEffect of specimen size. =650 24$aGeometry. =650 24$aCrack-depth and loading condition on fracture toughness. =700 1\$aSeidenfuss, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140340.htm =LDR 03513nab a2200565 i 4500 =001 JTE20140273 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140273$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140273$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.S7 =082 04$a668.4/233$223 =100 1\$aPadade, Amit Harihar,$eauthor. =245 10$aExpanded Polystyrene Geofoam Based Cellular Reinforcement /$cAmit Harihar Padade, Jnanendranath Mandal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aThis paper reports the effectiveness of proposed expanded polystyrene (EPS) geofoam cellular reinforcement with fly ash as filling material overlying a soft clay bed through small-scale laboratory model tests. The test beds were subjected to uniformly distributed load by means of a rigid steel plate. Loads with corresponding settlement were measured during the testing. EPS geofoam cellular reinforcement of densities 15, 20, 22, and 30 kg/m3 were prepared in the form of a mattress with three different heights of 50, 75, and 100 mm. The effects of density of EPS geofoam, height of cellular reinforcement, and the planar jute geotextile layer at the base of cellular reinforcement were tested through a series of tests to systematically study the overall performance of the system in terms of load carrying capacity and settlement behavior. Test results indicated that the provision of EPS geofoam cellular reinforcement in fly ash bed significantly improved load carrying capacity above the clay bed. The load carrying capacity decreased with increasing density of EPS geofoam and increased with increase in height of cellular reinforcement. A layer of jute geotextile placed at the base of cellular reinforcement further enhanced load carrying capacity for less height of cellular reinforcement. However, the effect of planer reinforcement was decreased with the increase in height of cellular reinforcement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aSoft clay. =650 \0$aJute geotextile. =650 \0$aCellular reinforcement. =650 \0$aLoad carrying capacity. =650 \0$aFlyash. =650 \0$aPolystyrene. =650 \0$aGeofoam. =650 14$aExpanded polystyrene geofoam. =650 24$aCellular reinforcement. =650 24$aSoft clay. =650 24$aFly ash. =650 24$aJute geotextile. =650 24$aLoad carrying capacity. =700 1\$aMandal, Jnanendranath,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140273.htm =LDR 03187nab a2200529 i 4500 =001 JTE20140364 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140364$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140364$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aJamshidi, Ali,$eauthor. =245 12$aA Proposal to Characterize the Angular Speed and Acceleration of the Torsional Recovery of a Polymer-Modified Asphalt Binder Incorporating Synthetic Wax /$cAli Jamshidi, Meor Othman Hamzah, Mehdi Hosseinpour. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThe objective of this study is to propose a simple methodology based on the Newtonian mechanics or classic kinematic laws for the characterization of the average torsional recovery speed (?) and the torsional recovery acceleration (?) of a polymer-modified asphalt binder incorporating a type of synthetic wax as a warm mix additive. The correlation of the rheological properties of the modified binder in terms of the torsional recovery (TR), along with the engineering properties of prepared warm mixture asphalt in terms of resilient modulus (MR) and indirect tensile strength (ITS), were evaluated. The results indicated that TR, ?, and ? of the asphalt binders increase as the synthetic wax content increases. The results also indicated that TR, ?, and ? have strong correlations with rutting factor (G*/sin ?), non-recoverable creep compliance (Jnr), and recovery percentage (R) of the asphalt. Moreover, there is a significant relationship between the parameters of TR, ?, and ? and the engineering properties of the mixture samples, irrespective of the construction temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRheology. =650 \0$aTorsional recovery. =650 \0$aWarm mixture asphalt. =650 \0$aSulfur. =650 \0$aSulfur asphalt. =650 \0$aAsphalt cement. =650 \0$aBinder content. =650 14$aWarm mixture asphalt. =650 24$aTorsional recovery. =650 24$aRheology. =700 1\$aHamzah, Meor Othman,$eauthor. =700 1\$aHosseinpour, Mehdi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140364.htm =LDR 02782nab a2200529 i 4500 =001 JTE20140244 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140244$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140244$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aWang, Kuo-Hsiung,$eauthor. =245 10$aOptimization Analysis of the G/G/R Machine Repair Problem With Balking and Reneging /$cKuo-Hsiung Wang, Cheng-Dar Liou, Tseng-Chang Yen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe G/G/R machine repair problem with balking and reneging via the diffusion approximation approach is investigated. Failed machines balk (do not enter) with a constant probability and renege (leave the queue after entering) according to a general distribution. Failure and repair times of the machines are also generally distributed. The approximate probability density functions of the number of failed machines in the system are developed using diffusion approximation approach. The Newton method and the direct search method are used, respectively, to determine the optimum number of repairmen as well as the optimum value of service rate, to maximize the profit function. Sensitivity analysis with numerical illustration is also provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReneging. =650 \0$aNewton method. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 \0$aBalking. =650 14$aBalking. =650 24$aReneging. =650 24$aDiffusion approximation approach. =650 24$aG/G/R machine repair problem. =650 24$aNewton method. =700 1\$aLiou, Cheng-Dar,$eauthor. =700 1\$aYen, Tseng-Chang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140244.htm =LDR 03047nab a2200553 i 4500 =001 JTE12460J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12460J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12460J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aManoharan, M.,$eauthor. =245 12$aA Suggested Procedure for Combined Mode I - Mode III Fracture Toughness Testing /$cM. Manoharan, JP. Hirth, AR. Rosenfield. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aMode I fracture toughness testing is well developed and standards exist for determining both Mode I critical stress intensity factors and J integrals. However, combined Mode I - Mode III testing is not so well developed and no standards exist. The aim of this paper is to suggest a testing procedure for studying mixed-mode crack initiation and growth under linear-elastic and elastic-plastic conditions. Suitably defined formulations of the stress intensity factor denoted Kic and Jiiic were used to characterize linear elastic fracture. Under elastic-plastic conditions, suitable versions of the J integral denoted Jic and Jiiic were used to characterize crack initiation and the slopes of the resolved J resistance curves to characterize crack growth. Effects caused by surface rubbing which operate at high values of the Mode III/Mode I ratio are recognized as a complication in interpreting the data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture testing. =650 \0$aMixed-mode fracture. =650 \0$aCombined mode fracture. =650 \0$aMixed-mode crack growth. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 14$aFracture toughness. =650 24$aMixed-mode fracture. =650 24$aCombined mode fracture. =650 24$aFracture testing. =650 24$aMixed-mode crack growth. =650 24$aCombined mode crack growth. =700 1\$aHirth, JP.,$eauthor. =700 1\$aRosenfield, AR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12460J.htm =LDR 03029nab a2200625 i 4500 =001 JTE12459J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12459J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12459J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ901 =082 04$a621.473$223 =100 1\$aMeredith, SE.,$eauthor. =245 10$aEffect of Crystallographic Texture on Flexure Fatigue Properties of Ti-3Al-2.5V Hydraulic Tubing /$cSE. Meredith, JH. Schemel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aTi-3Al-2.5V alloy has long been known to have strong anisotropic mechanical properties due to its hexagonal crystal structure. Early workers discovered that tubing made from this alloy had enhanced fatigue resistance when crystals were oriented in a "radial" direction as opposed to the "tangential" direction. The focus of this current work was to test the impact of texture on flexure fatigue strength over a wide texture range and find if an optimum crystallographic texture existed for fatigue resistance. The results show that an optimum crystal orientation does indeed exist and that tubing with a texture either less radial or more radial displays lessened fatigue life. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnisotropy. =650 \0$aFatigue testing. =650 \0$aTitanium alloys. =650 \0$aHydraulic tubing. =650 \0$aFatigue properties. =650 \0$aTexture strengthening. =650 \0$aContractile strain ratio. =650 \0$aCrystallographic texture. =650 \0$aHydraulic machinery$vHandbooks, manuals, etc. =650 \0$aHydraulicmachinery. =650 \0$aFlexure Fatigue Properties. =650 14$aAnisotropy. =650 24$aContractile strain ratio. =650 24$aCrystallographic texture. =650 24$aFatigue properties. =650 24$aFatigue testing. =650 24$aHydraulic tubing. =650 24$aTexture strengthening. =650 24$aTitanium alloys. =700 1\$aSchemel, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12459J.htm =LDR 02514nab a2200529 i 4500 =001 JTE12461J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12461J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12461J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC659 =082 04$a616.4/5$223 =100 1\$aLittle, RE.,$eauthor. =245 10$aOptimal Stress Amplitude Selection in Estimating Median Fatigue Limits Using Small Samples /$cRE. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe minimum variance strategy for specimen allocation in estimating median fatigue limits using small sample sizes is explained. Its implementation using microcomputer programs to select automatically the most effective stress amplitude for testing the next specimen is discussed. Applications involving modified up-and-down tests and estimation of strength percentiles are presented. An appendix illustrates strategies effective in preliminary tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUp-and-down tests. =650 \0$aMedian fatigue limits. =650 \0$aMinimum variance strategy. =650 \0$aFatigue. =650 \0$aStress(Physiology) =650 \0$aStress Amplitude Selection. =650 14$aMinimum variance strategy. =650 24$aOptimum allocation of specimens. =650 24$aMedian fatigue limits. =650 24$aUp-and-down tests. =650 24$aSmall sample up-and-down tests. =650 24$aStatistical analysis of fatigue data. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12461J.htm =LDR 02568nab a2200577 i 4500 =001 JTE12463J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12463J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12463J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521 =082 04$a629.1$223 =100 1\$aWhite, MS.,$eauthor. =245 10$aHardness Gradients within Roll-Threaded Steel Nails /$cMS. White, TE. McLain, D. Padla, B. Kasal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aStandard methods of testing nails include measures of Rockwell hardness, using the C scale. Because of the relatively small cross-sectional area of nail shanks, Rockwell measurements are normally limited to one per nail cross section. Therefore Rockwell hardness tests cannot detect the presence of any hardness gradients within the nail cross section. Since hardness is a direct indicator of certain strength characteristics, such gradients could influence nail quality and hence the performance of nailed joints. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNails. =650 \0$aVickers. =650 \0$aRockwell. =650 \0$aGradients. =650 \0$aSteel ball bearings$xTesting. =650 \0$aSteel, Bearing$xFatigue. =650 \0$aHardness. =650 \0$aStrength of materials. =650 14$aHardness. =650 24$aNails. =650 24$aGradients. =650 24$aRockwell. =650 24$aVickers. =700 1\$aMcLain, TE.,$eauthor. =700 1\$aPadla, D.,$eauthor. =700 1\$aKasal, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12463J.htm =LDR 02901nab a2200577 i 4500 =001 JTE12464J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12464J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12464J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA174 =082 04$a006$223 =100 1\$aLau, PWC,$eauthor. =245 12$aA Computer-Aided Image System for Analyzing Cracks Created by Nailing in Wood /$cPWC Lau, Y. Tardif. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aInitial crack length is an important parameter in fracture mechanic studies. Driving a nail into wood causes cracks to form which are the bases for subsequent crack development as a result of loading or drying. This report describes a computer-aided image system with which the induced crack size and shape were characterized. Typical examples of measurements of cracks as affected by species, nail type, and initial wood moisture content are also presented. Comparisons between computer-generated images and a reference test pattern indicate that the method is accurate. Crack sizes and shapes were seen to be affected by all the parameters investigated. Crack propagation tends to be at its maximum near or at the nail-exit face but can occur anywhere within the crack profile. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aCrack shape. =650 \0$aCrack length. =650 \0$aImage analysis. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 \0$aMage processing$xDigital techniques. =650 \0$aComputer-aided design. =650 \0$aImage processing / Digital techniques. =650 14$aFracture. =650 24$aFracture mechanics. =650 24$aCrack propagation. =650 24$aCrack length. =650 24$aCrack shape. =650 24$aImage analysis. =700 1\$aTardif, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12464J.htm =LDR 03148nab a2200577 i 4500 =001 JTE12458J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12458J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12458J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1270.S6 =082 04$a541.3482$223 =100 1\$aMalaiyandi, M.,$eauthor. =245 10$aDevelopment of Analytical Methodology and a Report on Collaborative Study on the Determination of Morpholine, Cyclohexylamine, and Diethylaminoethanol in Aqueous Samples by Direct Aqueous Injection Gas Chromatography /$cM. Malaiyandi, MJ. Goddard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b59 =520 3\$aA direct aqueous injection gas chromatographic procedure for the determination of morpholine, cyclohexylamine, and diethylaminoethanol has been developed. The method employs graphitized carbon B (60 to 80 mesh) coated with 4.8% polyethylene glycol 20 M + 0.4% potassium hydroxide and a flame ionization detection system. The detection limits (3 x signal-to-noise ratio) for morpholine, cyclohexylamine, and diethylaminoethanol were 55 ng, 52 ng, and 53 ng, respectively. Five spiked samples containing the three amines in concentrations ranging from 0.5 to 3.0 mg/mL after appropriate dilution have been analyzed by six laboratories. A duplicate of one concentration level has been separately spiked with 50 ppm of iron salts to study the influence of iron salts on the analytical technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMorpholine. =650 \0$aCyclohexylamine. =650 \0$aCollaborative study. =650 \0$aDiethylaminoethanol. =650 \0$aEnvironmental health. =650 \0$aOrganic solvents$xToxicology. =650 \0$aEthers$xToxicology. =650 \0$aMorpholines$xadverse effects. =650 14$aMorpholine. =650 24$aCyclohexylamine. =650 24$aDiethylaminoethanol. =650 24$aVapor phase corrosion inhibitors. =650 24$aDirect aqueous injection gas chromatography. =650 24$aCorrosion-preventing amines. =650 24$aCollaborative study. =700 1\$aGoddard, MJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12458J.htm =LDR 02086nab a2200529 i 4500 =001 JTE12465J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12465J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12465J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD11 =082 04$a617.9$223 =100 1\$aSeligson, D.,$eauthor. =245 10$aHistorical Overview of Femoral Intramedullary Nailing /$cD. Seligson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe use of intramedullary splints to stabilize fractures and non-unions is discussed. A brief history is given and recent developments are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFemoral. =650 \0$aFractures. =650 \0$aIntramedullary nailing. =650 \0$aSplints (Surgery)$vHandbooks, manuals, etc. =650 \0$aSplints. =650 \0$aCasts, Surgical. =650 \0$aSplints (Surgery) =650 \0$aSurgical plaster casts. =650 14$aFemoral. =650 24$aIntramedullary nailing. =650 24$aSplints. =650 24$aFractures. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12465J.htm =LDR 02564nab a2200517 i 4500 =001 JTE12462J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12462J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12462J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC618 =082 04$a537.6/5$223 =100 1\$aSulowski, AC.,$eauthor. =245 10$aMeasurement of Maximum Arrest Force in Performance Tests of Fall Protection Equipment /$cAC. Sulowski, JW. Brinkley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aFrequency response characteristics for electronic measurement systems and mechanical test fixtures used in tests of fall protection equipment are proposed. The recommendations are based upon the analysis of the dynamic properties of the human body as measured in impact and vibration tests with volunteer subjects. The critical frequencies that are associated with human injury were found to be in the range of 0 to 16 Hz. A corner frequency of 100 Hz is recommended for the measurement system, and a minimum resonant frequency of 200 Hz is recommended for the mechanical test fixture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArrest force. =650 \0$aImpact tests. =650 \0$aFall protection. =650 \0$aFrequency response. =650 \0$aThermal electromotive force$xMeasurement. =650 \0$aThermoelectricity. =650 14$aFall protection. =650 24$aArrest force. =650 24$aImpact tests. =650 24$aFrequency response. =700 1\$aBrinkley, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12462J.htm =LDR 02535nab a2200601 i 4500 =001 JTE12470J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12470J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12470J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.3 =082 04$a620.1/127$223 =100 1\$aKimura, K.,$eauthor. =245 10$aNondestructive Evaluation of In-Service Toughness Degradation for Cr-Mo-V Steam Turbine Rotor Steel /$cK. Kimura, T. Inukai, K. Saito, H. Kashiwaya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aEmbrittlement was investigated for five retired and three laboratory-aged steam turbine rotors by sampling Charpy V-notch test coupons and testing them. A nondestructive evaluation method of toughness degradation was discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReplica. =650 \0$aToughness. =650 \0$aDegradation. =650 \0$aNondestructive test. =650 \0$aNondestructive testing$xCongresses. =650 \0$aMagnetic testing$xCongresses. =650 \0$aEddy currents (Electric)$xCongresses. =650 \0$aNondestructive testing. =650 \0$aMagnetic testing. =650 14$aToughness. =650 24$aDegradation. =650 24$aNondestructive test. =650 24$aElectrochemical polarization test. =650 24$aReplica. =650 24$aFracture appearance transition temperature. =700 1\$aInukai, T.,$eauthor. =700 1\$aSaito, K.,$eauthor. =700 1\$aKashiwaya, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12470J.htm =LDR 03157nab a2200553 i 4500 =001 JTE12472J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12472J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12472J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/1233$223 =100 1\$aSantner, JS.,$eauthor. =245 10$aUse of Cantilever Specimens to Determine Microcreep Properties /$cJS. Santner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aCantilever beams were employed to determine the microyield strength (MYS) and the microstress relaxation (MSR) behavior of composites for stable member applications. Cantilever beams were designed and the compliance determined using resistance strain gages. Two different composites were tested: 2124-T6/30% SiC and Al-2.5Mg/20% SiC. A 2124-T6/30%SiC composite, previously tested under axial compression, was used to compare its data with the results of this study using bend specimens. The latter material was chosen because of its lower yield strength and modulus. The cantilever beam geometry is a significantly easier configuration to test and obtain over one per million resolution in strain than equivalent axial compression specimens. This allows cost-effective development of microcreep data using readily available standard mechanical test equipment. Additional test development work may permit this technique to be developed into an ASTM standard. It also offers the opportunity to measure the elastic, plastic, and anelastic strain components to develop engineering materials with improved MYS and MSR properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGyroscopes. =650 \0$aBend testing. =650 \0$aStable members. =650 \0$aStress relaxation. =650 \0$aMicrocreep testing. =650 \0$aViscoelasticity. =650 \0$aMaterials$xCreep. =650 \0$aStress relaxation (Physics) =650 14$aMicrostress relaxation (MSR) =650 24$aStable members. =650 24$aMicrocreep testing. =650 24$aStress relaxation. =650 24$aBend testing. =650 24$aGyroscopes. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12472J.htm =LDR 03242nab a2200661 i 4500 =001 JTE12474J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12474J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12474J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/40287$223 =100 1\$aMahboub, K.,$eauthor. =245 10$aElasto-Plastic Fracture Characterization of Paving Materials at Low Temperatures /$cK. Mahboub. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aA methodology for characterization of low-temperature fracture behavior of paving mixtures is presented. The critical elasto-plastic energy release rate, the JIc parameter, is adopted as the fracture criterion. The methodology permits the study of fracture in plasticized sulfur (Sulphlex) and asphaltic paving mixtures. To accommodate special fracture characteristics of pavement materials, certain modifications to the standard ASTM fracture testing procedures are proposed. The rationale for these modifications is also discussed. Approximate values of KIc, KQ, are correlated to the JQ measurements, which are a provisional representation of JIc, and results are compared with theoretical predictions. Tearing modulus is also investigated. The overall results of this study indicate that the JQ parameter can be effectively utilized for characterization of thermal cracking susceptibility of pavement materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aSulphlex. =650 \0$aTearing modulus. =650 \0$aFracture testing. =650 \0$aThree-point bend. =650 \0$aPavement materials. =650 \0$aElastoplastic fracture. =650 \0$aLow-temperature cracking. =650 \0$aConcrete$xFracture. =650 \0$aPavements, Asphalt concrete$xTesting. =650 \0$aPavements, Concrete$xTesting. =650 14$aFracture testing. =650 24$aPavement materials. =650 24$aAsphalt. =650 24$aSulphlex. =650 24$aLow-temperature cracking. =650 24$aElastoplastic fracture. =650 24$aJIc. =650 24$aJQ. =650 24$aKIc. =650 24$aKQ. =650 24$aTearing modulus. =650 24$aThree-point bend. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12474J.htm =LDR 03225nab a2200541 i 4500 =001 JTE12475J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12475J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12475J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aWhite, MS.,$eauthor. =245 10$aRelationships Between the Results of Nail Impact Bend Tests and Selected Nail Material Properties /$cMS. White, TE. McLain, D. Padla. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aSelection criteria for nails vary significantly. Some fastener specifications contain criteria based on hardness tests; others are based on yield strength or the results of impact bend tests (MIBANT). Selection may also be based on the carbon content or SAE class of the nail wire. To assist the specifier in the nail selection process, the relationship was studied between the MIBANT angle, an apparent flexural yield strength, the hardness, and the carbon content of nails. Carbon content was found to have a small influence on the mechanical properties of non-hardened nails. Because of apparent variations in work hardening during wire drawing and nail manufacture, carbon content is not a reliable criterion for the selection of non-hardened steel nails. Conversely, carbon content significantly influences the properties of hardened steel nails when the steel carbon content is greater than 0.10%. MIBANT angle, Vickers hardness number, and flexural yield strength are highly correlated for lowcarbon steel nails. Empirical relationships between these properties are presented. MIBANT angle was found to be a better indicator of the flexural yield strength of nails than Vickers hardness number. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNails. =650 \0$aMIBANT angle. =650 \0$aCarbon content. =650 \0$aYield strength. =650 \0$aVickers hardness. =650 \0$aMetals$xMechanical properties. =650 14$aNails. =650 24$aYield strength. =650 24$aCarbon content. =650 24$aMIBANT angle. =650 24$aVickers hardness. =700 1\$aMcLain, TE.,$eauthor. =700 1\$aPadla, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12475J.htm =LDR 02510nab a2200541 i 4500 =001 JTE12473J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12473J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12473J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a668.4/22$223 =100 1\$aWycherley, GW.,$eauthor. =245 12$aA Method for Uniform Shear Stress-Strain Analysis of Adhesives /$cGW. Wycherley, SA. Mestan, I. Grabovac. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe adaptation of the Iosipescu test as a method for determination of the stress and strain to failure and the shear modulus of adhesives under uniform shear conditions is described. The design and performance of a number of special purpose instruments and jigs to facilitate sample preparation, bond line thickness measurement, and shear displacement determinations are also described. Representative shear stress-strain curves of a nylon-epoxy film adhesive are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesives. =650 \0$aShear test. =650 \0$aIosipescu method. =650 \0$aShear stress-strain. =650 \0$aShearproperties. =650 \0$aStress-strainrelationships. =650 \0$aShear Stress-Strain Analysis. =650 14$aIosipescu method. =650 24$aShear test. =650 24$aAdhesives. =650 24$aShear stress-strain. =700 1\$aMestan, SA.,$eauthor. =700 1\$aGrabovac, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12473J.htm =LDR 02727nab a2200577 i 4500 =001 JTE12471J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12471J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12471J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92323$223 =100 1\$aPutatunda, SK.,$eauthor. =245 10$aInfluence of Overload Plastic Zone Size on Stress Corrosion Crack Growth Behavior of a Low Alloy Steel in 3.0% NaCl Solution /$cSK. Putatunda, V. Venugopal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aAn investigation was carried out to examine the influence of overload plastic zone size on stress corrosion crack growth behavior for a low alloy steel.The investigation also examines the influence of initial stress intensity factor on stress corrosion crack growth behavior.Compact tension specimens with TL orientation prepared from SAE 4140 steel in the hardened and tempered condition were used.Two pertinent environments were chosen: deionized water at room temperature (23°C) and 3.0% NaCl solution at room temperature (23°C) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOverload. =650 \0$aIncubation period. =650 \0$aPlastic zone size. =650 \0$aResidual stresses. =650 \0$aRetardation factor. =650 \0$aPlastics$xCracking. =650 \0$aPlastics$xStress corrosion. =650 \0$aPlastics$xTesting. =650 \0$aPlastics. =650 14$aStress corrosion cracking. =650 24$aOverload. =650 24$aIncubation period. =650 24$aPlastic zone size. =650 24$aRetardation factor. =650 24$aResidual stresses. =700 1\$aVenugopal, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12471J.htm =LDR 02018nab a2200469 i 4500 =001 JTE12468J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12468J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12468J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aSlatcher, S.,$eauthor. =245 10$aEstimation of Characteristic Values of Fracture Toughness /$cS. Slatcher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aIt is desirable in design codes to characterize material strength by a low fractile of its distribution. This low fractile is known as a characteristic value. The material strength variable considered here is fracture toughness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStatistics. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 14$aFracture toughness. =650 24$aCTOD. =650 24$aStatistics. =650 24$aStatistical estimation techniques. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12468J.htm =LDR 02639nab a2200553 i 4500 =001 JTE12469J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12469J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12469J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.T54 =082 04$a669/.7322$223 =100 1\$aBui-Quoc, T.,$eauthor. =245 10$aCyclic Stress-Strain Behavior and Low Cycle Fatigue of Ti 6242 /$cT. Bui-Quoc, R. Gomuc, A. Biron, HL. Nguyen, RN. Tadros. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aResults of strain-controlled fatigue tests at 329°C on Ti 6242, a potentially important material for aircraft engines, are reported. These tests were carried out under completely reversed strain conditions (strain ratio R? = -1.0) and with positive strains (R? = 0.0). Comparisons are made between the stress-strain relations obtained from monotonic tensile tests, at fast and slow strain rates, and those obtained from constant strain amplitude fatigue tests and from increasing multistep fatigue tests. The influence of induced mean stress is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTi alloy. =650 \0$aLow cycle fatigue. =650 \0$aMultistep cycling. =650 \0$aCyclic stress-strain. =650 \0$aTitanium alloys$xFatigue. =650 \0$aFatigue. =650 14$aLow cycle fatigue. =650 24$aCyclic stress-strain. =650 24$aMultistep cycling. =650 24$aTi alloy. =700 1\$aGomuc, R.,$eauthor. =700 1\$aBiron, A.,$eauthor. =700 1\$aNguyen, HL.,$eauthor. =700 1\$aTadros, RN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12469J.htm =LDR 03221nab a2200625 i 4500 =001 JTE12530 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12530$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12530$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419 =082 04$a620.12$223 =100 1\$aOhtani, T.,$eauthor. =245 10$aInvestigations of Testing Methodology in Wood Abrasion Tests Promoted with Loose Abrasive Grains /$cT. Ohtani, K. Kamasaki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe wear properties for wood were examined using 2-body and 3-body abrasion tests. The testing methodologies were designed so that the results from the two methods could be compared. The results showed that the 3-body abrasive wear rate for the axial, radial, and tangential sections dispersed at higher applied surface pressures. As a result, the 3-body abrasion test did not wear continuously, unlike the 2-body abrasion test at equivalent applied surface pressures. The critical value below which the 3-body abrasion test is valid could be estimated by the applied surface pressure and the wood specimen's and the counterface material's yield stresses. The number of contacting abrasive grains in the valid region of the 3-body abrasion test was found to agree approximately with that of 2-body abrasion. However, when the 3-body abrasion test was conducted above the critical value, the number of contacting abrasive grains decreased with repeated friction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear rate. =650 \0$aYield stress. =650 \0$aAbrasive wear. =650 \0$aCritical condition. =650 \0$aLoose abrasive grains. =650 \0$aApplied surface pressure. =650 \0$aWood$xTesting. =650 \0$aFloor joists$xTesting. =650 \0$aWood construction$xTesting. =650 \0$aWood. =650 14$aAbrasive wear. =650 24$a2-body abrasion. =650 24$a3-body abrasion. =650 24$aWear rate. =650 24$aApplied surface pressure. =650 24$aYield stress. =650 24$aCritical condition. =650 24$aLoose abrasive grains. =650 24$aWood. =700 1\$aKamasaki, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12530.htm =LDR 03504nab a2200649 i 4500 =001 JTE12096 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12096$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12096$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aHong, Y.,$eauthor. =245 10$aModeling and Calibration of a Laminating Press Prototype for Fiber-Reinforced Polymer-Glulam Billets /$cY. Hong, L. Muszynski, R. A. Lopez-Anido. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe design, modeling, and calibration procedure of a prototype mechanical clamping device for fabricating wood and fiber-reinforced polymer (FRP) composite laminated billets for ASTM D 2559 delamination tests and shear block tests is presented. Quality bonding of the billets requires clamping the laminate under uniformly distributed pressure of a specified level for a span of time necessary for the resin to cure. The specific time and pressure level that may be applied depends on the type of resin and species of wood used. To meet the requirements, a mechanical clamping device was designed to provide control over the applied stress level and maintain the minimum required pressure for up to 24 h. A calibration procedure was developed in order to adjust the flow of the excess resin being pressed out of the gluelines in the first stage of clamping, as well as the nonlinear time-dependent behavior of the laminate material. The calibration procedure involved determining the correlation between the average torque applied when tightening the four closing nuts and the clamping pressure between the steel plates. In addition, a procedure to determine the laminate materials' specific clamping pressure loss over 24 h was established. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aCreep. =650 \0$aGlulam. =650 \0$aAdhesives. =650 \0$aLaminates. =650 \0$aMechanism. =650 \0$aRate effects. =650 \0$aViscoelasticity. =650 \0$aComposite materials. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aAdhesives. =650 24$aComposite materials. =650 24$aWood. =650 24$aCreep. =650 24$aMechanism. =650 24$aRate effects. =650 24$aViscoelasticity. =650 24$aLaminates. =650 24$aGlulam. =700 1\$aMuszynski, L.,$eauthor. =700 1\$aLopez-Anido, R. A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12096.htm =LDR 03546nab a2200469 i 4500 =001 JTE11982 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11982$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11982$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a621.8/672$223 =100 1\$aBarbero, E.,$eauthor. =245 10$aLong-Term Testing of Trenchless Pipe Liners /$cE. Barbero, S. Rangarajan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aDue to increasing costs and inconveniences in replacing deteriorated sewer pipelines by conventional excavation methods, the trenchless or "no-dig" technology is being used extensively. In this manuscript, a testing method is proposed to determine the long-term creep behavior of encased polymer and felt-reinforced polymer liners used in sewer rehabilitation. Long-term tests are conducted on liner samples encased in steel pipes, installed by the industries participating in the research project. The thicknesses of the polymer liners are selected according to the typical use of each product in the field. Three samples each of five liner materials are tested under constant external hydrostatic pressure to find their long-term structural properties. A pressure regulator, pressure transducer, and several pressure gages at different points in the water line are used to maintain constant hydraulic pressure in the gap between the steel host and the polymer liner. A method is proposed for sealing the ends of the encased liner samples for testing. The long-term creep data are collected with strain gages bonded along the inner circumference of the liner and connected to a data acquisition system (DAS). A data reduction method is proposed to separate the membrane and bending strains in order to compute the creep compliance. The temperature of the liners is monitored continuously with the use of a thermocouple. The strain data collected from the DAS are compensated for differences in temperature throughout the period of testing, initial deformation, and coefficient of thermal expansion. Several viscoelastic models are investigated in order to fit the data. The data are used to predict the long-term modulus used in the design of trenchless rehabilitation projects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPipe lining. =650 \0$asewer pipes. =650 \0$aPipeline. =650 14$aTrenchless rehabilitation. =650 24$aSewer pipes. =650 24$aPipe lining. =700 1\$aRangarajan, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11982.htm =LDR 03722nab a2200637 i 4500 =001 JTE12071 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12071$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12071$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/186$223 =100 1\$aLopez-Anido, RA.,$eauthor. =245 10$aPerformance-Based Material Evaluation of Fiber-Reinforced Polymer-Wood Interfaces in Reinforced Glulam Members /$cRA. Lopez-Anido, L. Muszynski, DJ. Gardner, B. Goodell, B. Herzog. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b56 =520 3\$aA performance-based material evaluation methodology is reviewed as part of a broader project on the development of fiber-reinforced polymer (FRP) composite reinforced glued-laminated (glulam) members. The glueline interface was examined under test conditions that included the presence of moisture and temperature fluctuations, and the effect of wood preservatives. The objectives of this study were: 1) to determine if the current test methods used to assess durability of wood-wood bonds for exterior use (ANSI/AITC and ASTM D 2559 protocols) can be adopted for testing FRP composite reinforcement of wood; 2) to research possible modifications to the standard procedures when necessary to accommodate specifics of the adhesive bonds in hybrid FRP-wood assemblies; and 3) to propose a unified interpretation approach for FRP-wood interface test results focusing on development of acceptance criteria. Four commercially available FRP composite systems exhibiting exterior durability potential for glulam reinforcement were selected to validate the material qualification protocol. Two wood species were considered in this study: southern yellow pine and Douglas-fir. The four FRP composite material systems represented a broad spectrum of fiber reinforcement, matrix, adhesives, and fabrication processes. Experimental studies using the composite systems were conducted to validate the proposed methodology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aShear. =650 \0$aGlulam. =650 \0$aPolymer. =650 \0$aAdhesive. =650 \0$aComposite. =650 \0$aDelamination. =650 \0$aFiber-reinforced polymer. =650 \0$aComposite materials$xDelamination$xPrevention. =650 14$aComposite. =650 24$aFiber-reinforced polymer. =650 24$aWood. =650 24$aAdhesive. =650 24$aDelamination. =650 24$aShear. =650 24$aPolymer. =650 24$aGlulam. =700 1\$aMuszynski, L.,$eauthor. =700 1\$aGardner, DJ.,$eauthor. =700 1\$aGoodell, B.,$eauthor. =700 1\$aHerzog, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12071.htm =LDR 02998nab a2200517 i 4500 =001 JTE12439 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12439$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12439$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aLeelavathamma, B.,$eauthor. =245 10$aCalifornia Bearing Ratio Behavior of Soil-Stabilized Class F Fly Ash Systems /$cB. Leelavathamma, KM. Mini, NS. Pandian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aFly ash is a finely divided mineral residue resulting from the combustion of coal in power plants that occupies large extents of land and also causes environmental problems. Hence, concerted attempts are being made to effectively use fly ash in an environmentally friendly way instead of dumping. Several studies have been carried out for its bulk utilization, such as its addition to improve the California bearing ratio (CBR) of soil in roads and embankments. But a thorough mixing of fly ash with soil may not be possible in the field. Hence a study has been carried out on the CBR behavior of black cotton soil and Raichur fly ash (which is class F) in layers and compared with the same in mixes. The results show that the CBR values of soil-fly ash mixes are better than layers, as expected. To improve the strength of layers, cement is used as an additive to fly ash. The results show that black cotton soil can be improved with stabilized fly ash, solving its strength problem as well as the disposal problem of fly ash. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCement. =650 \0$aFly ash. =650 \0$aBlack cotton soil. =650 \0$aCalifornia bearing ratio. =650 \0$aFlyash$xEnvironmental aspects. =650 14$aCalifornia bearing ratio. =650 24$aFly ash. =650 24$aBlack cotton soil. =650 24$aCement. =700 1\$aMini, KM.,$eauthor. =700 1\$aPandian, NS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12439.htm =LDR 03202nab a2200565 i 4500 =001 JTE12731 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12731$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12731$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8/5$223 =100 1\$aObaidat, MT.,$eauthor. =245 10$aEvaluation of Stripping in Bituminous Mixtures Using Conventional and Image Processing Techniques /$cMT. Obaidat, S. Abo-Qudais, AF. Obaidat. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe objective of this research was to investigate the stripping problem in bituminous mixtures using both conventional and image processing techniques (IPT). Partial factorial combinations of asphalt mixture slabs were fabricated. A Marshall mold was modified to produce slabs of 300 mm x 300 mm x 60 mm. The mixtures were prepared using different combinations: two types of aggregates (limestone and valley gravel), two asphalt penetration grades (80/100 and 60/70), three types of additives (lime, cement, and a mixture of lime and cement), and one aggregate gradation (average of ASTM boundaries). The slabs were exposed to one of four environmental conditioning techniques: wet-dry (W-D), freezing-thawing (F-T), water immersion (I), and surface bonding (S-B). Eighty-one slabs were prepared, 19 were tested without conditioning (control slabs), and the rest were exposed to different weathering conditioning. Four cores were prepared from each slab, two for the indirect tensile strength test and the others for the Marshall stability test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStripping. =650 \0$aImage processing. =650 \0$aBituminous mixtures. =650 \0$aNormal-based camera. =650 \0$aStereometric vision. =650 \0$aPavements, Bituminous. =650 \0$aBituminous materials$xTesting. =650 \0$aStripping (Pavements) =650 14$aStripping. =650 24$aBituminous mixtures. =650 24$aNormal-based camera. =650 24$aStereometric vision. =650 24$aImage processing. =700 1\$aAbo-Qudais, S.,$eauthor. =700 1\$aObaidat, AF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12731.htm =LDR 02632nab a2200505 i 4500 =001 JTE12540 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12540$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12540$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA448 =082 04$a625.7/34$223 =100 1\$aMeis, R.,$eauthor. =245 10$aDynamic Axial Stiffness of Typical Restrained and Unrestrained Underground Pipe Joints /$cR. Meis, M. Maragakis, R. Siddharthan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis paper presents the results of a testing program designed to determine the dynamic axial stiffness of some typical underground pipe joints, both restrained and unrestrained. Pipelines have been shown to be vulnerable to seismic motions and ground movement, causing joint damage and system failure. Many of these failures have occurred at unrestrained bell-and-spigot type pipe joints due to pull-out and intrusion of the spigot end into the bell end. The results of this research program are joint stiffness values and force capacities that can be used in the analysis and evaluation of failure potential of underground piping systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPipe joint testing. =650 \0$aPipe, Plastic$xTesting. =650 \0$aThermoplastics$xTesting. =650 \0$aDrain pipe. =650 14$aPipe joint testing. =650 24$aPipe joint dynamic stiffness. =650 24$aPipe joint dynamic behavior. =650 24$aPipe joint testing methodology. =700 1\$aMaragakis, M.,$eauthor. =700 1\$aSiddharthan, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12540.htm =LDR 03210nab a2200577 i 4500 =001 JTE12579 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12579$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12579$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251.5 =082 04$a625.8$223 =100 1\$aWagoner, MP.,$eauthor. =245 10$aDevelopment of a Single-Edge Notched Beam Test for Asphalt Concrete Mixtures /$cMP. Wagoner, WG. Buttlar, GH. Paulino. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aThis paper describes the development of a fracture test for determining the fracture energy of asphalt concrete. The test will be used in combination with numerical analysis and field studies to obtain a better understanding of the mechanisms of reflective cracking in asphalt concrete overlays. A review of the literature revealed that a single-edge notched beam (SE(B)) test specimen was the most promising fracture test for the objectives of the reflective cracking study. Existing servohydraulic testing equipment was modified to perform the SE(B) test along with new loading fixtures, sensors, data collection, and analysis procedures. Preliminary tests were conducted to develop test procedures, to obtain a better understanding of crack-front characteristics, to investigate test repeatability, to examine variations of fracture energy with temperature, and to investigate mixed-mode fracture. The results from the tests follow expected trends and test variability appears to be within a range typical for asphalt concrete fracture testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aAsphalt concrete. =650 \0$aCohesive zone model. =650 \0$aMixed-mode fracture. =650 \0$aSingle-edge notched beam. =650 \0$aAsphaltconcrete. =650 \0$aPavements$xPerformance. =650 \0$aPavements$xEvaluation. =650 \0$aPavements$xTesting. =650 14$aAsphalt concrete. =650 24$aFracture. =650 24$aSingle-edge notched beam. =650 24$aMixed-mode fracture. =650 24$aCohesive zone model. =700 1\$aButtlar, WG.,$eauthor. =700 1\$aPaulino, GH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12579.htm =LDR 02950nab a2200529 i 4500 =001 JTE12534 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12534$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12534$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD495 =082 04$a333.91/16$223 =100 1\$aChen, P.,$eauthor. =245 13$aAn Experimental Study of Monitoring Internal Leakage in Water Hydraulic Cylinders Using Acoustic Emission /$cP. Chen, PSK Chua, GH. Lim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis paper studies experimentally acoustic emission (AE) to monitor internal leakage in modern water hydraulic cylinders. A series of experiments has been designed and carried out. Through these experiments, the background noise induced by the operation of a water hydraulic system is carefully determined, AE signals generated by a water hydraulic cylinder operating under different piston-sealing conditions are characterized, and AE signals generated by internal leakage in a water hydraulic cylinder are also characterized. The measured AE signals are analyzed using the power spectral density (PSD) technique. The results show that AE signals are sensitive to the internal leakage in a water hydraulic cylinder and are not affected by background noise. We conclude that AE can be used to develop an effective technique to monitor internal leakage in modern water hydraulic cylinders. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustic emission. =650 \0$aCondition monitoring. =650 \0$aWater hydraulic cylinder. =650 \0$aWater$xDistribution$xManagement. =650 \0$aWater leakage$xManagement. =650 \0$aInternal Leakage. =650 14$aWater hydraulic cylinder. =650 24$aInternal leakage. =650 24$aCondition monitoring. =650 24$aAcoustic emission. =700 1\$aChua, PSK,$eauthor. =700 1\$aLim, GH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12534.htm =LDR 02994nab a2200505 i 4500 =001 JTE12083 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12083$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12083$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aDžugan, J.,$eauthor. =245 10$aCorrected Procedure for Crack Length Calculation by the Unloading Compliance Technique for Charpy-sized Specimens /$cJ. Džugan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe problems with crack length determination by the unloading compliance method are well known for Charpy-sized specimens. The final crack lengths calculated for bend specimens do not fulfill ASTM E 1820 accuracy requirements. Some investigations have been performed to resolve this problem by correcting the compliance value, but satisfactory results were not obtained. In the present work the measured specimen compliance was taken as a correct value and the calculation procedure was modified. On the basis of experimentally obtained compliances of bent specimens and optically measured crack lengths, a calculation procedure enabling accurate crack length calculation up to 5 mm of plastic deflection was developed. Applying the new procedure to a sample of 238 measured crack lengths, more than 80 % of the values fulfilled the ASTM E 1820 accuracy requirement, while the presently used procedure provided only about 30 % valid results. The newly proposed procedure also can be used prospectively in modified form for specimens other than Charpy-sized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-R curve. =650 \0$aCharpy specimen. =650 \0$aFracture toughness. =650 \0$aUnloading compliance. =650 \0$afracture mechanics. =650 \0$aFracture of materials. =650 14$aUnloading compliance. =650 24$aFracture toughness. =650 24$aCharpy specimen. =650 24$aJ-R curve. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12083.htm =LDR 02917nab a2200565 i 4500 =001 JTE12665 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12665$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12665$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.A1 =082 04$a624.151$223 =100 1\$aBabu, GLS,$eauthor. =245 10$aEvaluation of Shear Strength Functions Based on Soil Water Characteristic Curves /$cGLS Babu, RS. Rao, J. Peter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe objective of this paper is to examine the variation of shear strength with respect to suction and develop a simple method for prediction of suction from shear strength data. The measured values of total suction and the shear strength of the soils are used to predict a fitting parameter that defines the nonlinear variation of suction with shear strength. The equation proposed by Vanapalli and Fredlund is used. The parameter is estimated for two types of soils, red soil and black cotton soil, available in the state of Karnataka, using measured values of total suction and unconfined compressive strength by nonlinear regression analysis. The nonlinear equations developed between suction and unconfined shear strength are useful in unsaturated soil engineering practice. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSuction. =650 \0$aShear strength. =650 \0$aFitting parameter. =650 \0$aUnsaturated soils. =650 \0$aFilter paper method. =650 \0$aShear strength of soils$xTesting$xCongresses. =650 \0$aShear strength of soils$xTesting. =650 14$aSuction. =650 24$aFilter paper method. =650 24$aShear strength. =650 24$aFitting parameter. =650 24$aUnsaturated soils. =650 24$aSoil water characteristic curve. =700 1\$aRao, RS.,$eauthor. =700 1\$aPeter, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12665.htm =LDR 02866nab a2200577 i 4500 =001 JTE10289J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10289J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10289J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aShoemaker, AK.,$eauthor. =245 10$aSummary Report of Round Robin Testing by the ASTM Task Group E24.01.06 on Rapid Loading Plane-Strain Fracture Toughness KIc Testing /$cAK. Shoemaker, RR. Seeley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA task group designated ASTM E24.01.06 conducted round robin tests to estabish guidelines for preparing a test specification for rapid-loading plane-strain fracture-toughness testing, KIc( ) (the time of the test from zero to maximum load, in milliseconds, is included in the parentheses). Procedures described in ASTM Test for Plane-Strain Fracture Toughness of Metallic Materials (E 399) were adhered to in the program. KIc( ) tests of A533 Class steel were conducted at -18 (0) and -51°C (-60°F) for loading times as short as about 1 ms using compact tension and bend specimens with 25, 38, and 51 mm (1.0, 1.5, and 2.0 in.) thickness in high-speed closed-loop testing machines and with quasi-impact and impact testing methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact. =650 \0$aMetals. =650 \0$aStrains. =650 \0$aToughness. =650 \0$aFracture tests. =650 \0$aFractures (materials) =650 \0$aFracture mechanics. =650 \0$aMaterials$xTesting. =650 \0$aFracture mechanics$xCongresses. =650 14$aFractures (materials) =650 24$aFracture tests. =650 24$aToughness. =650 24$aStrains. =650 24$aMetals. =650 24$aImpact. =700 1\$aSeeley, RR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10289J.htm =LDR 02950nab a2200493 i 4500 =001 JTE10288J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10288J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10288J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC786 =082 04$a541.2$223 =245 00$aPrediction of the Shift in the Brittle-Ductile Transition Temperature of Light-Water Reactor (LWR) Pressure Vessel Materials. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b51 =520 3\$aThis report presents the results of an investigation undertaken by The Metal Properties Council Subcommittee 6 on Nuclear Materials and ASTM Subcommittee E10.02 on Behavior and Use of Metallic Materials in Nuclear Systems to determine the feasibility of establishing standard design curves for the purpose of predicting changes in the toughness properties of reactor pressure vessel materials as a result of exposure to neutron irradiation. It is based on a statistical treatment of irradiation data available as of November 1977. Since the conclusion of the analytical phase of the MPC-ASTM effort, more data have been published (particularly from commercial surveillance programs) that would statistically enhance various ranges within the present analysis. Some of the recently acquired data suggest a saturation effect and nickel contribution on radiated material behavior. For these and other reasons, the expressions presented in this report should be re-evaluated on a periodic basis as new data become available. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aTransition temperature. =650 \0$aComputer storage devices. =650 \0$aNuclear reactors. =650 \0$aReatores Nucleares. =650 \0$aNuclear reactor materials. =650 14$aNuclear reactor materials. =650 24$aTransition temperature. =650 24$aToughness. =650 24$aComputer storage devices. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10288J.htm =LDR 02723nab a2200493 i 4500 =001 JTE10290J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10290J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10290J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1116 =082 04$a668.4$223 =100 1\$aCrissman, JM.,$eauthor. =245 12$aA New Test Method for Determining Environmental Stress-Crack Resistance of Ethylene Based Plastics /$cJM. Crissman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA new test method is proposed for the determination of the environmental stress-crack resistance of ethylene based plastics. The method incorporates features of both ASTM Test for Environmental Stress-Cracking of Ethylene Plastics (D 1693) and Test for Environmental Stress Rupture of Type III Polyethylenes Under Constant Tensile Load (D 2552). The specimen is constrained in a fixed geometry by bending it around a cylindrical metallic form, and it is subjected to a constant applied stress. Statistical data are presented which indicate that the coefficients of variation that can be expected from the new test are at least comparable to those reported earlier in round robin tests carried out using ASTM D 2552. The principle advantage of the proposed new test over both ASTM D 1693 and D 2552 is a substantial savings in the time required to collect the data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aPolyethylene. =650 \0$aStress corrosion tests. =650 \0$aPlastics$xHistory. =650 \0$aPlastics. =650 14$aPlastics. =650 24$aPolyethylene. =650 24$aStress corrosion tests. =650 24$aTests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10290J.htm =LDR 02796nab a2200637 i 4500 =001 JTE10293J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10293J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10293J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1055 =082 04$a621.44$223 =100 1\$aKearsley, EA.,$eauthor. =245 12$aA Basis for Predicting Longtime Behavior from Short-Time Tests of Geothermal Sealants /$cEA. Kearsley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe failure of sealants aging in geothermal downwell atmospheres is usually a result of the cumulative effects of both the forming of cross-links and their destruction in the rubbery sealant materials. Methods are discussed to distinguish between these mechanisms using measurement of stress relaxation and permanent set. Some data on oxidative aging of natural rubber are recalled as a paradigm of chemically degrading elastomers and some simple scaling laws are described which (when they can be established) are useful for predicting longtime behavior from short-time tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRubber. =650 \0$aSealers. =650 \0$aElastomers. =650 \0$aGeothermal. =650 \0$aHydrolysis. =650 \0$aDegradation. =650 \0$aPermanent set. =650 \0$aStress relaxation. =650 \0$aAging tests (materials) =650 \0$aGeothermal power plants. =650 \0$aGeothermal resources. =650 \0$aDegradations. =650 14$aAging tests (materials) =650 24$aDegradation. =650 24$aSealers. =650 24$aRubber. =650 24$aElastomers. =650 24$aGeothermal. =650 24$aHydrolysis. =650 24$aPermanent set. =650 24$aStress relaxation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10293J.htm =LDR 02872nab a2200589 i 4500 =001 JTE10292J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10292J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10292J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1770 =082 04$a677$223 =100 1\$aHarwood, HJ.,$eauthor. =245 10$aEthylene-Propylene-Diene Monomer (EPDM) and Fluorocarbon (FKM) Elastomers in the Geothermal Environment /$cHJ. Harwood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b48 =520 3\$aThermal and hydrolytic processes that are likely to occur when hydrocarbon and fluorocarbon elastomers are subjected to geothermal conditions are discussed. Polyhydrocarbon backbones have good chemical resistance, but many cross-links present in cured polyhydrocarbons can be hydrolyzed under geothermal conditions. Perfluorinated elastomers have excellent thermal and hydrolytic stability, although they are potentially susceptible to hydrolytic degradation. The cross-links present in cured perfluorocarbon elastomers are probably also susceptible to hydrolysis under severe conditions. It seems that improvements can be made in geothermal seals if they can be cured by processes that yield chemically stable cross-links. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElastomers. =650 \0$aGeothermal. =650 \0$aHydrocarbons. =650 \0$aFluorohydrocarbons. =650 \0$aThermal degradation. =650 \0$aCross-link stability. =650 \0$aHydrolytic degradation. =650 \0$aElastomer. =650 \0$aRubber. =650 \0$aIndustrial fabrics. =650 14$aElastomers. =650 24$aHydrocarbons. =650 24$aFluorohydrocarbons. =650 24$aThermal degradation. =650 24$aHydrolytic degradation. =650 24$aGeothermal. =650 24$aCross-link stability. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10292J.htm =LDR 03102nab a2200637 i 4500 =001 JTE10291J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10291J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10291J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1891 =082 04$a678.24$223 =100 1\$aHudlicky, M.,$eauthor. =245 10$aCross-Linking of Polyfluoroolefin Copolymers /$cM. Hudlicky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aAfter a short survey of the development of fluorinated elastomers, curing of fluorinated copolymers is described. The discussion includes the main cross-linking agents such as diamines, Schiff bases, dithiols, bisphenols, peroxides, and irradiation, and the modes of action of the agents on copolymers of vinylidene fluoride, chlorotrifluoroethylenes, perfluoropropylene, and perfluoro (methyl vinyl ether). For better understanding the chemistry of cross-linking of fluoro polymers, properties and chemical reactivity of simple polyfluoro compounds are thoroughly discussed with special emphasis on the differences in chemical behavior of polyfluoro derivatives and their parent compounds. Reactions utilized in cross-linking such as addition, displacement, elimination, and isomerizations are exemplified on simple fluorinated compounds, and potential uses of some of them for new types of cross-linking are pointed out. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCuring. =650 \0$aMonomers. =650 \0$aCopolymers. =650 \0$aCross-linking. =650 \0$aPolymerization. =650 \0$aFluoro polymers. =650 \0$aPerfluoroolefins. =650 \0$aFluoro elastomers. =650 \0$aVulcanization. =650 \0$aRubber$xThermal properties. =650 \0$aElastomers. =650 14$aCopolymers. =650 24$aCross-linking. =650 24$aElastomers. =650 24$aPerfluoroolefins. =650 24$aFluoro elastomers. =650 24$aMonomers. =650 24$aPolymerization. =650 24$aFluoro polymers. =650 24$aCuring. =650 24$aVulcanization. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10291J.htm =LDR 02739nab a2200469 i 4500 =001 JTE10934J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10934J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10934J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA670 =082 04$a693/.1$223 =100 1\$aCotsworth, RP.,$eauthor. =245 10$aUse of Pelletized Slag in Concrete Masonry Units /$cRP. Cotsworth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper contains a brief description of the slag pelletizer and the external pressures which led to its development. Pelletized expanded slag is an improved lightweight aggregate for the concrete masonry market. When compared to the earlier lightweight slag aggregates, the improvement manifests itself by a 20% reduction in cement contents for equal compressive strength masonry units. In addition, the water absorption of the masonry is reduced, the green strength is increased, and the visual properties of color and texture are improved. Research work and field trials indicate that the latent hydraulic property of the slag is available in the manufacture of block and brick masonry to further reduce added cementitious binder contents and thereby conserve energy. This can be accomplished by partially grinding the slag at a block plant to produce a self-cementing aggregate. It was also shown that slag fines may be partially replaced or extended by silica flour under some conditions of use. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlags. =650 \0$aConcrete products. =650 \0$aMasonry. =650 \0$aStructural design. =650 14$aSlags. =650 24$aMasonry. =650 24$aConcrete products. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10934J.htm =LDR 02865nab a2200577 i 4500 =001 JTE10926J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10926J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10926J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.O6 =082 04$a530.4/12$223 =100 1\$aPoore, MW.,$eauthor. =245 10$aMeasuring the Thermal Expansion of Solids with Strain Gages /$cMW. Poore, KF. Kesterson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA technique was developed to measure the thermal expansion of solids in the temperature range from -50 to 175°C. The technique uses strain gages to measure expansion and Type J (iron/constantan) thermocouples to measure temperature. Measurements were made on pure platinum and on copper and tungsten standard reference materials obtained from the National Bureau of Standards. Results were compared with the certified values of expansion. The maximum difference between measurements made in this study and the certified values was 0.26 x 10-6/°C for the mean coefficients and 0.40 x 10-6/°C for the instantaneous coefficients. The standard deviation of the measurements of the mean coefficients was 0.11 x 10-6/°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSolids. =650 \0$aStrain gages. =650 \0$aThermal expansion. =650 \0$aStrain measurements. =650 \0$aThermal measurements. =650 \0$aElectric strain gages. =650 \0$aSolids$xOptical properties. =650 \0$aSolids$xElectric properties. =650 14$aThermal expansion. =650 24$aStrain gages. =650 24$aSolids. =650 24$aCoefficient of thermal expansion. =650 24$aElectric strain gages. =650 24$aStrain measurements. =650 24$aThermal measurements. =700 1\$aKesterson, KF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10926J.htm =LDR 03217nab a2200625 i 4500 =001 JTE10930J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10930J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10930J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1623$223 =100 1\$aRyder, JT.,$eauthor. =245 10$aComparison of Stress Corrosion Cracking Properties of Several Aircraft Structural Alloys /$cJT. Ryder, WE. Krupp, DE. Pettit, DW. Hoeppner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aSustained load subcritical flaw growth characteristics of five alloys of interest to aircraft designers were investigated. The aluminum alloy (2024-T851) and steel alloy (18Ni-maraging) were studied in 3.5% sodium chloride solution and high humidity air environments while two of the titanium alloys, Ti-6Al-4V (recrystallized annealed) and Ti-6A1-6V-2Sn (solution-treated and overaged), were also investigated in these environments plus sump tank water. The Ti-6Al-4V (beta) alloy was tested in 3.5% sodium chloride solution. Wide differences between the alloys were noted not only in their cracking rates but also in their responses to similar loads and environments. Specimen thickness was found to have an important effect on stress corrosion susceptibility of the titanium alloys. Many coupons of specific titanium alloys had significant subsurface crack growth without visible surface growth. For these alloys, no precise threshold for stress corrosion cracking could be defined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aAluminum. =650 \0$aTitanium. =650 \0$aSalt water. =650 \0$aHigh humidity. =650 \0$aSump tank water. =650 \0$aStress corrosion. =650 \0$aAlloys$xCorrosion. =650 \0$aMetals. =650 \0$aCorrosion and anti-corrosives. =650 14$aStress corrosion. =650 24$aAluminum. =650 24$aSteels. =650 24$aTitanium. =650 24$aHigh humidity. =650 24$aSump tank water. =650 24$aSalt water. =700 1\$aKrupp, WE.,$eauthor. =700 1\$aPettit, DE.,$eauthor. =700 1\$aHoeppner, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10930J.htm =LDR 02546nab a2200529 i 4500 =001 JTE10928J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10928J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10928J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC793.5.N42 =082 04$a539.7213$223 =100 1\$aStahlkopf, KE.,$eauthor. =245 13$aAn Assessment of Reactor Pressure Vessel Irradiated Materials Considerations /$cKE. Stahlkopf, TU. Marston. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aRegulatory action has contributed almost 4% to the accumulated outage time of the nuclear plants. This translates into a loss of between$66 million and$280 million to the economy. Radiation-embrittlement-related regulatory actions and associated outages are predicted for the future. This paper evaluates the current regulations related to radiation embrittlement and discusses some of the current embrittlement issues. Weaknesses in the regulations are identified and recommendations for future research to overcome these weaknesses are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNuclear reactors. =650 \0$aRadiation damage. =650 \0$aCharpy impact testing. =650 \0$aFractures (materials) =650 \0$aNuclearreactors. =650 \0$aScience. =650 \0$aPhysics. =650 14$aRadiation damage. =650 24$aNuclear reactors. =650 24$aFractures (materials) =650 24$aCharpy impact testing. =700 1\$aMarston, TU.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10928J.htm =LDR 03074nab a2200529 i 4500 =001 JTE10924J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10924J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10924J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA591 =082 04$a623.854$223 =100 1\$aCairns, J.,$eauthor. =245 10$aField and Laboratory Protocols for Evaluating the Effects of Chemical Substances on Aquatic Life /$cJ. Cairns, KL. Dickson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aOne of the difficulties of evaluating the hazard associated with the release of a chemical substance into the environment is to determine how much testing is necessary to delimit its effects adequately. Since different classes of toxicants have different biological effects, it would be wasteful of both time and money to carry out extremely detailed and comprehensive tests for even the most innocuous materials. It would be equally inappropriate to carry out limited tests for very dangerous materials-as painful experience has already shown. Protocols to sort out which materials require extensive testing and which do not, as well as which decision criteria should be used at each stage in a test series, are essential to the establishment of reasonable water quality standards. This is true not only for laboratory studies but also for assessments of effects in the receiving system itself. Two illustrative protocols, one for the laboratory studies of aquatic organisms and the other for field studies in freshwater receiving systems, are described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aField tests. =650 \0$aAquatic biology. =650 \0$aWater pollution. =650 \0$aBiological laboratories. =650 \0$aWaterPollution. =650 \0$aWaterMicrobiology. =650 \0$aEmerging contaminants inwater. =650 14$aAquatic biology. =650 24$aWater pollution. =650 24$aField tests. =650 24$aBiological laboratories. =700 1\$aDickson, KL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10924J.htm =LDR 02188nab a2200493 i 4500 =001 JTE10933J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10933J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10933J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN778.22.I8 =082 04$a937$223 =100 1\$aDavison, JI.,$eauthor. =245 10$aMeasurement of Linear Expansion in Bricks Due to Freezing /$cJI. Davison, PJ. Sereda. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA linear extensometer is described that can be used to measure expansions resulting from freezing in saturated porous inorganic building materials. Typical freezing curves illustrate reversible and irreversible expansions. The procedure may have application as a simple test method for assessing the durability of bricks or other porous inorganic building materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBricks. =650 \0$aThermal expansion. =650 \0$afreezing. =650 \0$aArchaeology. =650 \0$aAntiquities. =650 14$aThermal expansion. =650 24$aBricks. =650 24$aFreezing. =700 1\$aSereda, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10933J.htm =LDR 02633nab a2200505 i 4500 =001 JTE10925J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10925J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10925J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA473 =082 04$a620.1/76$223 =100 1\$aJames, M.,$eauthor. =245 10$a"PARS"-A Portable X-Ray Analyzer for Residual Stresses /$cM. James, JB. Cohen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe design, operation, and testing of a 7 to 11-kg hand-held X-ray device for measuring residual stresses are described. The instrument is based on a miniature X-ray tube and generator and a position-sensitive detector. No motion of the detector is needed to record a peak, eliminating the expensive and heavy gearing characteristic of a conventional diffractometer; the only mechanical motion during a measurement is one change of the orientation of the device to the object. An entirely portable instrument is therefore available for use in the plant or in the field. Tests are reported in which the stress is measured to ±40 MPa (± 6 ksi) or better in 4 to 20 s, depending on the specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResidual stress. =650 \0$aPortable equipment. =650 \0$aX ray stress analysis. =650 \0$aResidualstresses. =650 \0$aResidualstresses$xHandbooks, manuals, etc. =650 14$aResidual stress. =650 24$aPortable equipment. =650 24$aX ray stress analysis. =650 24$aPosition sensitive detector. =700 1\$aCohen, JB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10925J.htm =LDR 02775nab a2200577 i 4500 =001 JTE10931J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10931J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10931J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aRyder, JT.,$eauthor. =245 10$aEffect of Temperature on Stress Corrosion Cracking of 300M Steel /$cJT. Ryder, FM. Pickel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe effect of temperature on stress corrosion cracking of high-carbon 300M high-strength steel in deionized water was investigated. Tests were conducted with wedge-opening-load specimens at 0, 23, and 90°C. Stress corrosion crack growth rates above the stress corrosion cracking threshold KIscc were found to increase with increasing temperature and to be essentially constant at each temperature. The crack growth rates appeared to be described by an Arrhenius-type rate expression. The apparent stress corrosion cracking threshold KIscc at 23°C was approximately 12.1 MPa . m½ (11 ksi.in.½) and at 90°C, 16.5 MPa.m½ (15 ksi.in.½). At 0°C, KIscc appeared to be lower than at 23°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aSalt water. =650 \0$aStress corrosion. =650 \0$aCrack propagation. =650 \0$aTemperature effects. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aStress corrosion. =650 24$aSteels. =650 24$aCrack propagation. =650 24$aTemperature effects. =650 24$a300M steel. =650 24$aSalt water. =650 24$aStress corrosion cracking. =700 1\$aPickel, FM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10931J.htm =LDR 02217nab a2200481 i 4500 =001 JTE10927J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10927J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10927J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC882 =082 04$a551.51/13$223 =100 1\$aJohnston, PR.,$eauthor. =245 14$aThe Particle-Size Distribution in AC Fine Test Dust /$cPR. Johnston. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAC test dust is widely used in studying the performance of filter media; however, controversy exists over what constitutes the actual particle-size distribution in the fine-grade material. Presented here are (1) an explanation of the difference of opinion regarding this distribution, (2) an example of problems that will arise because of the difference in opinions, and (3) a plea for workers in this field to resolve this difference. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAC test dust. =650 \0$aFluid filters. =650 \0$aDust. =650 \0$aHousehold dirt. =650 14$aParticle size distribution. =650 24$aFluid filters. =650 24$aDust. =650 24$aAC test dust. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10927J.htm =LDR 02804nab a2200577 i 4500 =001 JTE10932J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10932J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10932J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA670 =082 04$a693/.1$223 =100 1\$aBorchelt, JG.,$eauthor. =245 13$aAn Indirect Tensile Test for Masonry Units /$cJG. Borchelt, RH. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe failure of masonry in laboratory testing of walls and prisms and certain aspects of grouted construction is often the result of tensile splitting. These tensile stresses arise from differences in modulus of elasticity and Poisson's ratio between the masonry unit and mortar or grout. Since tensile splitting is so prevalent in masonry construction, a better means of evaluating the tensile strength of masonry units is needed. A splitting tensile test is proposed as a means of measuring tensile strength of masonry units. Splitting strength is compared to standard strength tests for 14 clay units and 14 concrete block units. Uniform failure modes and strengths support the adoption of a splitting test as a standard of masonry unit strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBricks. =650 \0$aTest method. =650 \0$aConcrete products. =650 \0$aTensile splitting. =650 \0$aModulus of rupture. =650 \0$aCompressive strength. =650 \0$aMasonry. =650 \0$aStructural design. =650 14$aMasonry. =650 24$aBricks. =650 24$aConcrete products. =650 24$aTest method. =650 24$aTensile splitting. =650 24$aCompressive strength. =650 24$aModulus of rupture. =700 1\$aBrown, RH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10932J.htm =LDR 02767nab a2200553 i 4500 =001 JTE10929J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10929J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10929J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5386 =082 04$a650.1$223 =100 1\$aLeFort, P.,$eauthor. =245 10$aCalibration of the Side-Grooved Modified Wedge-Opening-Load Specimen /$cP. LeFort, DF. Mowbray. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe modified wedge-opening-load (WOL) specimen introduced by Novak and Rolfe is now commonly employed to establish crack growth rate and threshold of stress corrosion cracking KIscc data. The present paper is concerned with the stress intensity factor solution for this specimen with 10% side grooving. Finite element and experimental compliance studies were undertaken to define the stress intensity factor solution in terms of crack mouth opening displacement. The analytical and experimental results obtained were found to be in excellent agreement. The results also verify the use of Wilson's finite element stress intensity calibration of the T-type WOL specimen when the effect of the side grooves is accounted for. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalibrating. =650 \0$aStatic tests. =650 \0$aWOL specimens. =650 \0$aCrack propagation. =650 \0$aStress intensity factor. =650 \0$aStressmanagement. =650 \0$aSelf-realization. =650 \0$aCreative ability in business. =650 14$aCrack propagation. =650 24$aStatic tests. =650 24$aCalibrating. =650 24$aWOL specimens. =650 24$aStress intensity factor. =700 1\$aMowbray, DF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10929J.htm =LDR 03276nab a2200577 i 4500 =001 JTE11459J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11459J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11459J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aRowland, FJ.,$eauthor. =245 10$aSurface Roughness of Footwear Soling Materials :$bRelevance to Slip Resistance /$cFJ. Rowland, C. Jones, DP. Manning. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThe slip resistance of commercial safety boot and experimental footwear solings has been studied over a period of 15 years. Shoes, with experimental solings, were worn in a factory, and the coefficient of friction (CoF) measured at intervals, using a walking traction test. These measurements have shown that a microcellular polyurethane, AP66033 (formerly T66/103) gives the greatest slip resistance of any soling material on wet or oily factory floors and laboratory test surfaces. This performance is attributed to the statistically significant relationship between CoF and mean peak to trough roughness (Rtm). The surface structure of soling materials was examined using Scanning Electron Microscopy, and images compared with Rtm measurements. There is now sufficient experimental evidence to confirm that surface roughness is one of the determinants of CoF on lubricated floors. The wear characteristics of the floor/sole combination must be considered: some soling materials may become polished on certain floors. However, AP66033 cannot be polished. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAP66033. =650 \0$aT66/103. =650 \0$aSlip-resistance. =650 \0$aSurface roughness. =650 \0$aSlipping accidents. =650 \0$aAccident prevention. =650 \0$aMechanical wear$xMeasurement. =650 \0$aPlastics$xTesting. =650 14$aAP66033. =650 24$aT66/103. =650 24$aSlip-resistance. =650 24$aSurface roughness. =650 24$aAccident prevention. =650 24$aSlipping accidents. =700 1\$aJones, C.,$eauthor. =700 1\$aManning, DP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11459J.htm =LDR 03512nab a2200517 i 4500 =001 JTE11465J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11465J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11465J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aJu, S-H,$eauthor. =245 10$aCreep Rupture Investigation of 63Sn-37Pb Solder by Experiments and Damage Mechanics /$cS-H Ju, B. Sandor, ME. Plesha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe main purpose of this paper is to investigate the crack growth path and creep rupture life of 63Sn-37Pb bulk solder experimentally by Moiré analysis and theoretically using continuum damage mechanics. In conventional fracture mechanics analysis, a crack growth path is assumed a priori. Fracture parameters such as the J-integral and stress intensity factor are subsequently calculated to predict the crack growth rate and structural life. However, it is often difficult to postulate the correct crack growth path for a complex structure that is subject to complex loading. Continuum damage mechanics is an alternative method that can be used to compute structural life with the important feature that the crack growth path is computed automatically. In this paper we develop a theory for partially reversible creep-fatigue damage. A finite element procedure incorporating this damage theory is developed and used to analyze the response of bulk solder plates with holes. The displacement fields obtained by finite element analysis are compared to the fringe patterns obtained from conventional Moiré experiments. Furthermore, the accuracy of the predicted crack growth paths was investigated by comparison between the maximum damage contours obtained by finite element simulation with the actual crack paths occurring in the laboratory specimens. These comparisons indicate the new continuum damage theory developed herein can adequately predict creep displacements, crack growth paths, and structural life. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSolder. =650 \0$aFatigue. =650 \0$aFracture. =650 \0$aDamage mechanics. =650 \0$aFracture mechanics. =650 14$aDamage mechanics. =650 24$aSolder. =650 24$aFatigue. =650 24$aFracture. =700 1\$aSandor, B.,$eauthor. =700 1\$aPlesha, ME.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11465J.htm =LDR 03337nab a2200673 i 4500 =001 JTE11463J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11463J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11463J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aPoston, RW.,$eauthor. =245 10$aCorrosiveness of Chromate Exposure to Steel Embedded in Soil or Concrete /$cRW. Poston, CL. Galitz, JS. Yates. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper presents findings from a one-year laboratory study conducted to assess the corrosion susceptibility of steel in concrete and in soil when exposed to chromates and other selected chemicals. The findings are based on electrical potential and resistance measurements taken for each of 16 corrosion cells, 8 of which were concrete and the remainder soil. A post-mortem inspection was conducted to visually confirm corrosion activity. For each medium, comparison and control cells were fabricated to relate the corrosion potential of chromium to other solutions, such as water, chlorine bleach, sodium hydroxide, and sodium chloride. Where appropriate, results were compared to previously reported research studies. Based on results of this study, it is concluded that chromate solutions are no more corrosive to reinforcing steel in soil and in concrete than is distilled water. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aConcrete. =650 \0$aChromates. =650 \0$aChloride ions. =650 \0$aChemical exposure. =650 \0$aReinforcing steel. =650 \0$aMacrocell corrosion. =650 \0$aChromium concentration. =650 \0$aEnvironmental exposure. =650 \0$aCorrosion. =650 14$aChemical exposure. =650 24$aChloride-induced corrosion. =650 24$aChloride ions. =650 24$aChromates. =650 24$aChromium concentration. =650 24$aConcrete. =650 24$aCorrosion. =650 24$aEnvironmental exposure. =650 24$aMacrocell corrosion. =650 24$aReinforcing steel. =650 24$aSoil. =650 24$aSteel. =700 1\$aGalitz, CL.,$eauthor. =700 1\$aYates, JS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11463J.htm =LDR 04981nab a2200601 i 4500 =001 JTE11457J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11457J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11457J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC73.4 =082 04$a531/.6$223 =100 1\$aBuczek, FL.,$eauthor. =245 10$aHigh-Resolution Force Plate Analysis of Utilized Slip Resistance in Human Walking /$cFL. Buczek, SA. Banks. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aLittle controversy exists regarding the costs to society, both financial and in terms of human pain and suffering, associated with slip and fall injuries. Yet, for all the very valuable research published to date in the United States and abroad, controversy still exists regarding the biomechanics of initial foot-to-ground contact (that is, footstrike). Studies of foot kinetics have been limited by the use of force plate sensitivities chosen to capture the entire stance phase, rather than footstrike alone, necessitating the use of calculation thresholds. The present study of young adults (2 male, 2 female; 8 foot contacts each) was conducted to address these limitations. Two strain gage force plates, with sensitivities set to optimize amplitude resolution at footstrike (+100 ms), were sampled at 1000 Hz. A net shear force Fs was calculated as the vector sum of medio-lateral Fy and anteroposterior Fx shear forces. Since Fx predominantly affected the direction of impending slip, a novel shear force Fs' was given the amplitude of Fs and the sign of Fx. In this way, impending slips could be identified as predominantly forward or backward. Utilized slip resistance ?sr was calculated for each sampled instant as the ratio of Fs' to the normal force Fz. For comparison purposes, a geometric approximation of ?sr was calculated using leg length and half step length (from force plate center-of-pressure data) to derive the tangent of an "apex angle." Results showed two distinct patterns for ?sr over the first 100 ms of foot contact. Pattern 1 began with an initial backward slip tendency, with peak ?sr values near -0.4 occurring at approximately 10 ms. This was followed by a forward slip tendency peaking between 0.2 and 0.3, at approximately 45 ms. Pattern 1 did not seem to put the subjects at risk for slipping. Pattern 2 began with a profound forward slip tendency, with ?sr values above 1.0 occurring during the first 20 ms. This was followed by a brief period of backward slip tendency (|?sr| < 0.3), and a second forward slip tendency (0.2 < ?sr < 0.3) for the remainder of the 100 ms sampling interval. Pattern 2 did seem to put the subjects at risk for an initial forward slip, though none were reported. The geometric approximations for ?sr, typically had magnitudes near 0.4 and always predicted forward slips. We concluded that variations can be expected in foot contact patterns among normal adults. Although Patterns 1 and 2 were divided according to sex here, this may have been a coincidental finding confounded by small sample sizes, more related to shoe construction or preferred gait kinematics than to sex. Finally, geometric approximations for ?sr grossly oversimplified initial foot contact, and should be discontinued in favor of more accurate methodology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aApex angle. =650 \0$aFootstrike. =650 \0$aLeg length. =650 \0$aForce plate. =650 \0$aStep length. =650 \0$aSlip resistance. =650 \0$aFriction. =650 \0$aGravity. =650 \0$aForce and energy. =650 14$aSlip resistance. =650 24$aFriction. =650 24$aGait. =650 24$aFootstrike. =650 24$aForce plate. =650 24$aStep length. =650 24$aLeg length. =650 24$aApex angle. =700 1\$aBanks, SA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11457J.htm =LDR 02824nab a2200577 i 4500 =001 JTE11462J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11462J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11462J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521 =082 04$a630.7$223 =100 1\$aEpps, HH.,$eauthor. =245 10$aColor Change as a Predictor of Strength Loss in PFD Cover Fabrics /$cHH. Epps, KK. Leonas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe fabric covers of many wearable personal flotation devices (PFDs) currently on the market are subject to rapid fading and loss of strength when exposed to light. The result of this rapid degradation may be loss of flotation protection for the wearer. This research evaluates the relationship between color change and loss of breaking strength in six PFD cover fabrics and explores the possibility of using color change to predict strength loss of selected PFD covers. Regression models were developed for each fabric and the models were used to predict the level of color change at which the fabric would fail to meet the U. S. Coast Guard minimum strength requirement for covers of wearable PFDs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aColor. =650 \0$aPrediction. =650 \0$aWeathering. =650 \0$aCorrelation. =650 \0$aColor change. =650 \0$aBreaking strength. =650 \0$aNonlinear regression. =650 14$aBreaking strength. =650 24$aColor. =650 24$aColor change. =650 24$aCorrelation. =650 24$aNonlinear regression. =650 24$aPrediction. =650 24$aPFD. =650 24$aWeathering. =700 1\$aLeonas, KK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11462J.htm =LDR 02487nab a2200421 i 4500 =001 JTE11455J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11455J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11455J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGT2130 =082 04$a391.413$223 =100 1\$aSacher, A.,$eauthor. =245 10$aInternational Symposium on Slip Resistance :$bThe Interface of Man, Footwear, and Walking Surfaces /$cA. Sacher, JM. Owens. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe first four papers in this issue were presented at the International Symposium on Slip Resistance: The Interaction of Man, Footwear, and Walking Surfaces, held 30-31 October 1995 at the National Institute of Standards and Technology (NIST) in Gaithersburg, MD. Sponsored by Committee D 21 on Polishes and Subcommittee D 21.06 on Slip Resistance, this symposium represents the culmination of research initiated in the 1950s to determine the coefficient of friction of polished walkway surfaces. Extensive laboratory and field studies of methods and apparatus led to the development of the ASTM Test Method for Static Coefficient of Friction of Polish-Coated Floor Surfaces as Measured by the James Machine. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShoes$xDesign. =650 \0$aFootwear$xDesign. =700 1\$aOwens, JM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11455J.htm =LDR 03589nab a2200553 i 4500 =001 JTE11460J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11460J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11460J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGT2130 =082 04$a391.413$223 =100 1\$aWilson, M.,$eauthor. =245 10$aSlip Resistance Characteristics of Footwear Solings Assessed Using the SATRA Friction Tester /$cM. Wilson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe development of the SATRA Friction Tester was described in ASTM STP 1103-1990. Since then the tester has been used in regular service and research work, testing and evaluating a wide range of footwear types and soling materials. This paper reviews some of the experience gained and presents data on the ranges of friction values associated with different types of commercially used soling materials. The data presented correlate well with industry experience, validating the test method. The findings of some additional complementary research is also reported including results of studies on the relationship between soling material hardness and measured friction. For example, on a dry surface, smooth PVC soling friction decreases with increasing hardness and wet friction increases up to a certain hardness level. A tread pattern, however, reverses the hardness effect on the wet surface, giving results comparable with smooth PVC in the dry. Other results show the significant effects of abrasion of solings and floor surfaces on slip resistance and the key contribution of surface roughness to wet friction. Finally, some of the problems surrounding standards development and the setting of pass levels are discussed. A number of areas for future research are identified and it is suggested that future studies look at the shoe, floor, and surface contamination as interactive components of a single system in which solings and floorings need to have complementary properties to optimize slip resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFloors. =650 \0$aFootwear. =650 \0$aFriction. =650 \0$aTest methods. =650 \0$aSlip resistance. =650 \0$aSafety engineering. =650 \0$aShoes$xDesign. =650 \0$aFootwear$xDesign. =650 14$aFootwear. =650 24$aFriction. =650 24$aSlip resistance. =650 24$aFloors. =650 24$aTest methods. =650 24$aSafety engineering. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11460J.htm =LDR 02770nab a2200481 i 4500 =001 JTE11466J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11466J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11466J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aBurgess, G.,$eauthor. =245 10$aEffects of Fatigue on Fragility Testing and the Damage Boundary Curve /$cG. Burgess. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe original concept behind the damage boundary curve (DBC) and the related shock fragility test, ASTM D 3332, are discussed and used to suggest shortcuts in the test procedure aimed at reducing the number of products that must be damaged. A nondestructive means of evaluating the appropriateness of the DBC in describing product fragility using the results of the test is also described. A new test procedure based on a more realistic model of the product that allows for fatigue failure is then introduced and verified experimentally. The result of the test is a series of DBCs for multiple impacts that would allow the expected number of drops in distribution to be taken into account when designing a cushion for the product. Shortcuts in the new test procedure and a nondestructive means of checking the fit between the product and the new model are also proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShock fragility. =650 \0$aDamage boundary curve. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aShock fragility. =650 24$aFatigue. =650 24$aDamage boundary curve. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11466J.htm =LDR 02978nab a2200505 i 4500 =001 JTE11464J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11464J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11464J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aReynolds, AP.,$eauthor. =245 10$aComparison of R-Curve Methodologies for Ranking the Toughness of Aluminum Alloys /$cAP. Reynolds. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aIn an effort to determine an optimum method for ranking the fracture toughness of developmental aluminum alloys over a wide range of fracture toughness/strength combinations, five labs performed R-curve testing on aluminum alloy 2024-T3. Middle crack tension and compact tension R-curve specimens were excised from a previously tested 1.5-m wide middle crack tension test specimen. The crack resistance curves generated with the small specimens were compared to the R-curves from 1.5-m wide specimens. The experimental program indicated that effective stress intensity from secant compliance based crack length and stress intensity calculated from J-integral testing were equivalent. Comparison of test results obtained from different specimen sizes and configurations indicated that standard validity requirements for compact tension specimens may be overly restrictive. Improved correlation between specimen types was obtained by plotting Keff or KJ against physical crack extension as compared to effective crack extension. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-curve. =650 \0$aValidity. =650 \0$aAluminum alloys. =650 \0$aFracture testing. =650 \0$aFracture mechanics. =650 14$aR-curve. =650 24$aFracture testing. =650 24$aValidity. =650 24$aAluminum alloys. =650 24$a2024-T3. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11464J.htm =LDR 02897nab a2200541 i 4500 =001 JTE11461J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11461J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11461J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aArsene, S.,$eauthor. =245 12$aA New Approach to Measuring Transverse Properties of Structural Tubing by a Ring Test /$cS. Arsene, J. Bai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA new approach to the ring test is presented in this paper. Three-dimensional elastoplastic finite element modeling with contact has been performed to analyze the stress and strain distribution in the ring, to optimize the ring testing system, and to investigate the effect of friction between the ring specimen and the fixture. Based on the numerical results, a new design of a holding device that creates a uniaxially stressed zone is proposed in order to determine transverse behavior of tubular products, such as the modulus and the stress-strain curve. A case study is presented on nuclear cladding tubes in Zircaloy. The approach shows promise for testing various kinds of materials in structural tubing, including ductile or brittle materials, metals, composites, or polymers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZircaloy. =650 \0$aRing test. =650 \0$aElastoplastic. =650 \0$aUniaxial tensile. =650 \0$aTensile architecture. =650 14$aTubular products and pipes. =650 24$aTransverse mechanical properties. =650 24$aRing test. =650 24$a3D finite element modeling. =650 24$aElastoplastic. =650 24$aUniaxial tensile. =650 24$aZircaloy. =700 1\$aBai, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11461J.htm =LDR 03065nab a2200541 i 4500 =001 JTE11458J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11458J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11458J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGT2130 =082 04$a391.413$223 =100 1\$aFendley, AE.,$eauthor. =245 10$aRequired Coefficient of Friction Versus Walking Speed :$bPotential Influences of Footwear and Walkway Surfaces /$cAE. Fendley, MI. Marpet. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThis paper presents data analysis for a representative subject from a pilot study where subjects walked at increasing speeds across a force plate in shoes with the top-piece/outsoles replaced by a variety of test materials, including test-foot materials commonly used in walkway-safety tribometry. The goal of this data analysis was to develop a methodology that can by used in a multi-subject experiment that combines force-plate and video data. More specifically, the objectives were: • To determine how force-plate assessment of required friction for subjects walking in shoes having soles and heels of various shoe-bottom or tribometric reference materials compares to tribometric testing of available friction using similar test-foot materials. • To explore the relationship between ?r and walking speed as influenced by specific footwear and walkway surfaces. • To develop hypotheses to guide further data analysis and research. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOutsole. =650 \0$aTop-piece. =650 \0$aTribometer. =650 \0$aWalkway safety. =650 \0$aShoes$xDesign. =650 \0$aFootwear$xDesign. =650 14$aTop-piece. =650 24$aOutsole. =650 24$aRequired coefficient of friction. =650 24$aAvailable coefficient of friction. =650 24$aTribometer. =650 24$aWalkway safety. =700 1\$aMarpet, MI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11458J.htm =LDR 02874nab a2200565 i 4500 =001 JTE11298J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11298J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11298J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1501 =082 04$a624.1762$223 =100 1\$aMo, YL.,$eauthor. =245 10$aCyclic Tests on High-Strength Prestressed Concrete Frames /$cYL. Mo, WL. Hwang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aResults from small-scale models of eight high-strength prestressed concrete frames, tested under various displacement histories simulating earthquake forces are presented. The primary curves (horizontal force-displacement relationships) and the hysteretic loops are determined experimentally. Concrete strength is approximately between 50 and 60 mPa, and effective prestress is 50% of the ultimate strength of the prestressing steel. It is found that the effect of displacement history on the mechanical behavior is significant because the entire shape of the hysteretic loops is different and the prestressed concrete frames made of high-strength concrete with a slump of 25 cm may have at least a ductility factor of 8.0. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure mode. =650 \0$aSeismic design. =650 \0$aBridge construction. =650 \0$aHysteretic behavior. =650 \0$aHigh-strength concrete. =650 \0$aStructuralframes$xEarthquake effects$xMathematical models. =650 \0$aReinforcedconcreteframes. =650 14$aBridge construction. =650 24$aPrestressed concrete frame. =650 24$aHigh-strength concrete. =650 24$aHorizontal force displacement curve. =650 24$aHysteretic behavior. =650 24$aFailure mode. =650 24$aSeismic design. =700 1\$aHwang, WL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11298J.htm =LDR 03317nab a2200613 i 4500 =001 JTE11295J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11295J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11295J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB317.N43 =082 04$a634.9/7325$223 =100 1\$aBrooks, MW.,$eauthor. =245 14$aThe Extraction and Determination of Azadirachtin from Soil and Insects by Supercritical Fluid Extraction /$cMW. Brooks, S. Roy, PC. Uden, P. Vittum. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAzadirachtin is a powerful anti-feedant and insect growth-disrupting compound. A primary problem with the utilization of classical extraction techniques for determining azadirachtin is the high hydrophilicity of the compound. Further, since determination by high-performance liquid chromatography (HPLC) requires measuring absorbance at 214 nm, use of methanol for extraction requires a solvent exchange since methanol absorbs in this region. This paper demonstrates the use of supercritical fluid extraction for determination of azadirachtin residues. Methanol-modified supercritical carbon dioxide is used to extract azadirachtin from soil and Japanese beetle adult and larval forms. Greater than 80% of fortified material was recovered at spike concentrations of 1 to 2 µg/g. Using this procedure azadirachtin was determined to be field stable for less than 3 months. Azadirachtin was also successfully extracted from insects showing recovery levels of 75% and greater. The inability of modified supercritical carbon dioxide to cross the insect cuticle was also demonstrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNeem tree. =650 \0$aExtraction. =650 \0$aAzadirachtin. =650 \0$aJapanese beetle. =650 \0$aMethanol modified. =650 \0$aNeem. =650 \0$aNeem products. =650 14$aSFE. =650 24$aSupercritical fluid extraction. =650 24$aAzadirachtin. =650 24$aNeem tree. =650 24$aHigh-performance liquid chromatography. =650 24$aSoil. =650 24$aJapanese beetle. =650 24$aExtraction. =650 24$aMethanol modified. =700 1\$aRoy, S.,$eauthor. =700 1\$aUden, PC.,$eauthor. =700 1\$aVittum, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11295J.htm =LDR 03018nab a2200517 i 4500 =001 JTE11299J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11299J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11299J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aFly Ash as a Pre-Filter Material for the Retention of Lead Ions /$cNS. Pandian, C. Rajasekhar, A. Sridharan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aClay liners have been widely used to contain toxic and hazardous waste materials. Clays absorb contaminant cations due to their exchange capacity. To improve the performance of the clay liner, fly ash, a waste material arising from the combustion of coal has been studied as a pre-filter material. In particular, the retention of lead by two different fly ashes was studied. The influence of pH on retention as well as leaching characteristics are also examined. The results obtained from the retention experiments by the permeameter method indicate that fly ash retains the lead ions through precipitation in the pores as well as onto the surface when the ambient pH value is more than 5.5, and through adsorption when the pH value is less than 5.5. It has been observed that fly ash did not release the retained lead ions when the pH value is between 3.5 and 10.0. Hence, the retention of lead ions by fly ash is likely to be permanent since the pH of most of the municipal landfill leachates are within 3.7 to 8.8. However, for highly acidic or alkaline leachates, the retained ions can get released. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aRetention. =650 \0$aPre-filter. =650 \0$aFlyash$xEnvironmental aspects. =650 14$aFly ash. =650 24$aPH. =650 24$aLead. =650 24$aRetention. =650 24$aPre-filter. =700 1\$aRajasekhar, C.,$eauthor. =700 1\$aSridharan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11299J.htm =LDR 03187nab a2200541 i 4500 =001 JTE11301J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11301J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11301J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR693 =082 04$a778.3/5$223 =100 1\$aObaidat, MT.,$eauthor. =245 12$aA Modified Theodolite Instrument :$bConceptual Work /$cMT. Obaidat, ZA. Al-Smadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA proposed modified theodolite instrument is presented. The instrument concept, sequence of operation of measurements, and design plans are reported. The proposed instrument has a potential similar to metric photogrammetry in computing 3-D coordinates without physically touching the target point. A sliding graduated rod (arm) has been introduced to connect the upper and lower parts, each of which has a separate vertical vernier. The rod supports the theodolite head that can be extended upward an arbitrary distance, thus effectively providing a second position for the head. Appropriate angular measurements, together with the length of the extension (the rod) can be used to calculate the inaccessible distances. The instrument relies on simple trigonometric functions to measure the height of objects and the horizontal and slope distances, and to perform trigonometric leveling. Accuracy potential of the instrument has been presented based on the law of propagation of random error. The flow of operations for different measurement cases has been mathematically demonstrated. The instrument is anticipated to bypass the cost-effectiveness and technological bottlenecks between plane surveying and photogrammetric systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrecision. =650 \0$aTheodolite. =650 \0$aPhotogrammetry. =650 \0$aPlane surveying. =650 \0$aPHOTOGRAPHY$vGeneral. =650 \0$aGeodesy. =650 \0$aPhotogrammetry$xHistory. =650 14$aTheodolite. =650 24$aPlane surveying. =650 24$aPrecision. =650 24$a3-D. =650 24$aPhotogrammetry. =700 1\$aAl-Smadi, ZA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11301J.htm =LDR 02943nab a2200541 i 4500 =001 JTE11297J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11297J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11297J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5386 =082 04$a650.1$223 =100 1\$aGaudig, W.,$eauthor. =245 10$aDetermination of the Geometric Profile and Stress/Strain State in the Necked Region During Inelastic Deformation at Elevated Temperatures Using a Non-Contact Measurement Technique /$cW. Gaudig, K. Bothe, AK. Bhaduri, K. Maile. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAn improved testing methodology for determining the geometric profile and true stress/true strain at elevated temperatures through continuous monitoring of the specimen profile in the necked region using a video camera is demonstrated through a slow creep tensile test. The results show that the video camera is an appropriate tool for accurately monitoring specimen necking at elevated temperatures, and that the true stress and strain can be adequately determined from the specimen profile. Based on this test methodology, true strain rate-controlled creep testing can be carried out. This is essential for determining the true material parameters required for establishing appropriate constitutive equations for realistic finite element modeling. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNecking. =650 \0$aImage analysis. =650 \0$aSelf-actualization (Psychology) =650 \0$aSelf-realization. =650 \0$aStressmanagement. =650 14$aElevated temperature tensile testing. =650 24$aNecking. =650 24$aOptical measurement of specimen profile. =650 24$aImage analysis. =650 24$aTrue stress/strain measurement. =700 1\$aBothe, K.,$eauthor. =700 1\$aBhaduri, AK.,$eauthor. =700 1\$aMaile, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11297J.htm =LDR 02437nab a2200553 i 4500 =001 JTE11300J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11300J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11300J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPS3568.A698 =082 04$a813/.54$223 =100 1\$aKliger, IR.,$eauthor. =245 10$aTime-Dependent Bending Properties of Lumber /$cIR. Kliger, PJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aResearch related to structural stressed-skin panels (SSP) and their component parts has been ongoing at Chalmers University of Technology. In recent years, attention has been focused on SSP with lumber webs and sheet metal and chipboard panels as tension and compression flanges, respectively. In this study, certain mechanical and rheological properties of structural lumber were evaluated as part of a larger project designed to predict the long-term behavior of SSP under load. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTimber. =650 \0$aStrength. =650 \0$aLong-term. =650 \0$aStiffness. =650 \0$aStress-skin panels. =650 \0$aAvarice. =650 \0$aCorruption. =650 \0$aEnvironmentalism. =650 14$aStress-skin panels. =650 24$aTimber. =650 24$aLong-term. =650 24$aStrength. =650 24$aStiffness. =700 1\$aPellicane, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11300J.htm =LDR 02597nab a2200565 i 4500 =001 JTE11294J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11294J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11294J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD79.C45 =082 04$a543/.0873$223 =100 1\$aAnnino, R.,$eauthor. =245 10$aEliminating Wasteful "Cut and Try" Procedures in Gas Chromatography Method Development Using Computer Modeling /$cR. Annino, R. Villalobos. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aComputer programs that accurately predict the performance of one's chromatograph considerably shorten the interval between an analysis request and the final report by eliminating laboratory time spent in "cut and try" attempts at finding the right column and analysis conditions. Examples are presented of a program used to quickly design the optimum column or columns and conditions for multiple application scenarios. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComputer aided. =650 \0$aGC applications. =650 \0$aGC column design. =650 \0$aGC computer modeling. =650 \0$aGC method development. =650 \0$aComputer aided solutions. =650 \0$aMass spectrometry. =650 \0$aGaschromatography Mass spectrometry. =650 14$aGC applications. =650 24$aComputer aided solutions. =650 24$aGC column design. =650 24$aGC computer modeling. =650 24$aGC method development. =650 24$aComputer aided. =700 1\$aVillalobos, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11294J.htm =LDR 02912nab a2200541 i 4500 =001 JTE11296J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11296J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11296J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7875 =082 04$a681/.2$223 =100 1\$aCarll, C.,$eauthor. =245 10$aAccuracy of Wood Resistance Sensors for Measurement of Humidity /$cC. Carll, A. TenWolde. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis work was undertaken to evaluate the accuracy of wood resistance sensors for measurement of relative humidity and to identify sources of error in this use. Relative humidity can be expressed as a function of the logarithm of the sensor's electrical resistance and of its temperature. We found that single-point calibration of each sensor compensates for most between-sensor variation, although care must be exercised during calibration. With careful calibration readings, error in relative humidity readings made with these sensors can be limited to ± 10% relative humidity under most conditions. The literature indicates that a lower degree of error than this is anticipated when electrical resistance is used to estimate moisture content measurements. Our data suggest that sorption hysteresis and sensor memory are significant contributors to this (± 10%) relative humidity error. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuff sensor. =650 \0$aMatchstick sensor. =650 \0$aRelative humidity. =650 \0$aSorption hysteresis. =650 \0$aElectrical resistivity. =650 \0$aDetectors. =650 \0$aMicroelectromechanical systems. =650 14$aRelative humidity. =650 24$aMatchstick sensor. =650 24$aDuff sensor. =650 24$aSorption hysteresis. =650 24$aElectrical resistivity. =700 1\$aTenWolde, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11296J.htm =LDR 02669nab a2200529 i 4500 =001 JTE11866J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11866J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11866J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aKarisAllen, KJ.,$eauthor. =245 14$aThe Determination of Single Edge-Notched Bend Specimen Load Line Displacement from Remotely Located Sensors in Elastic-Plastic Fracture Testing /$cKJ. KarisAllen, JR. Matthews. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aASTM E 813 and E 1152 currently allow for the determination of specimen load point deflection from a remotely located sensor provided that machine compliance (determined from the loading portion of an unnotched bend bar) is removed. If the specimen sustains significant plastic brinelling at the load points, the result is a nonconservative estimate of deflection (and J) subsequent to maximum load. A procedure for the determination of machine compliance relationships for both loading and unloading conditions is presented. Unnotched bend bars of tempered SAE 4340 were tested to compare loading and unloading machine deflection relationships. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBend bar. =650 \0$aFracture. =650 \0$aLVDT deflection. =650 \0$aMachine compliance. =650 \0$aFracture mechanics. =650 14$aFracture. =650 24$aLVDT deflection. =650 24$aMachine compliance. =650 24$aASTM E 813. =650 24$aASTM E 1152. =650 24$aBend bar. =700 1\$aMatthews, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11866J.htm =LDR 02661nab a2200577 i 4500 =001 JTE11860J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11860J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11860J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aTaves, LBS,$eauthor. =245 13$aAn Analysis of Creep and Shrinkage in Mortars /$cLBS Taves. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper examines the subject of creep and shrinkage in mortars. Previous research has revolved around brickwork or blockwork piers. An experimental program was devised to measure the shrinkage and creep in mortarts alone, using a range of seven mortar mixes. Some of the findings confirm earlier research, but considerable additional information concerning creep and shrinkage in mortars has been obtained. Results indicate that the quantity of line in a mortar is related to shrinkage and creep: the richer the mortar is in lime, the higher the values for creep and the lower the values for shrinkage. The laboratory data add to existing knowledge of mortars and their properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aLimes. =650 \0$aCements. =650 \0$aMortars. =650 \0$aStresses. =650 \0$aShrinkage. =650 \0$aCompressive strength. =650 \0$aMaterials$xCreep. =650 \0$aFracture mechanics. =650 14$aCreep. =650 24$aShrinkage. =650 24$aCompressive strength. =650 24$aMortars. =650 24$aLimes. =650 24$aCements. =650 24$aStresses. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11860J.htm =LDR 02954nab a2200601 i 4500 =001 JTE11855J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11855J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11855J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC145.4.T5 =082 04$a530.4/24$223 =100 1\$aRinnovatore, JV.,$eauthor. =245 10$aCharpy Transition Studies of an Embrittled AISI 8640 Lower Bainitic Steel /$cJV. Rinnovatore, KF. Lukens, J. Reinhold, W. Mahon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA study was performed of the effects of phosphorus and arsenic as embrittling agents on the Charpy impact behavior of resulfurized AISI 8640 steel. The steel was heat-treated to several bainitic and one martensitic condition with a wide range of strength levels. Charpy transition temperature curves were developed for each condition. SEM fractography was used to analyze the fracture behavior of the various heat-treated structures. The results show that AISI 8640 steel with high phosphorus and high arsenic was embrittled in the low-strength bainitic condition as well as in the high-strength martensitic condition. Embrittlement was evidenced by low Charpy impact energies, increased transition temperatures, and an intergranular fracture mode. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArsenic. =650 \0$aBainite. =650 \0$aPhosphorus. =650 \0$aCharpy impact. =650 \0$aEmbrittlement. =650 \0$aTransition temperature. =650 \0$aGlass transition temperature. =650 \0$aLiquids$xThermal properties. =650 14$aEmbrittlement. =650 24$aCharpy impact. =650 24$aTransition temperature. =650 24$a8640 alloy steel. =650 24$aBainite. =650 24$aPhosphorus. =650 24$aArsenic. =700 1\$aLukens, KF.,$eauthor. =700 1\$aReinhold, J.,$eauthor. =700 1\$aMahon, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11855J.htm =LDR 03306nab a2200733 i 4500 =001 JTE11863J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11863J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11863J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aWolfenden, A.,$eauthor. =245 10$aTemperature Dependence of Dynamic Young's Modulus and Mechanical Damping in a Nextel Fiber-Reinforced Glass Composite /$cA. Wolfenden, JE. Gill, KK. Chawla, RU. Vaidya, R. Venkatesh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe piezoelectric ultrasonic composite oscillator technique (PUCOT), was used to measure the temperature dependence of dynamic Young's modulus and damping for a ceramic matrix composite (CMC) consisting of N51A glass as the matrix and Nextel 480 continuous fibers (volume fraction 0.29) as the reinforcement. The temperature range covered was 20 to 462°C. It was found that the Young's modulus decreased linearly with temperature, at a relatively low rate, and that the damping followed the form exp(-H/kT), where the value of the effective activation energy H was 0.07 ± 0.02 eV/atom, k is Boltzmann's constant, and T is temperature in Kelvin. Possible interpretations for this value of H are discussed. The glass transition temperature of the glass was found to be about 500°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGlass. =650 \0$aFibers. =650 \0$aDamping. =650 \0$aDynamic. =650 \0$aCeramics. =650 \0$aComposites. =650 \0$aUltrasonic. =650 \0$aTemperature. =650 \0$aPiezoelectric. =650 \0$aInternal friction. =650 \0$aYoung's modulus. =650 \0$aElastic properties. =650 \0$aMathematical physics. =650 14$aCeramics. =650 24$aGlass. =650 24$aFibers. =650 24$aComposites. =650 24$aYoung's modulus. =650 24$aDamping. =650 24$aInternal friction. =650 24$aTemperature. =650 24$aPiezoelectric. =650 24$aUltrasonic. =650 24$aDynamic. =650 24$aNextel 480. =700 1\$aGill, JE.,$eauthor. =700 1\$aChawla, KK.,$eauthor. =700 1\$aVaidya, RU.,$eauthor. =700 1\$aVenkatesh, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11863J.htm =LDR 02975nab a2200565 i 4500 =001 JTE11859J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11859J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11859J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/66$223 =100 1\$aDolan, JD.,$eauthor. =245 10$aProposed Test Method for Dynamic, Properties of Connections Assembled with Mechanical Fasteners /$cJD. Dolan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA new test procedure for connections assembled with mechanical fasteners is presented. The procedure provides information on cyclic and dynamic characteristies that will allow the relative performance of connections manufactured with different materials to be directly compared. An equivalent energy elastic-perfectly plastic system is defined that allows comparison of initial stiffness, yield load, and ductility on an equivalent basis. The hysteretic and equivalent viscous damping are also determined to provide information on the energy dissipation characteristics of the connection. Adoption of this test procedure will provide information that will allow engineers and architects to evaluate the performance of competing materials with direct comparisons. It will also provide uniform data from which revisions to the model building codes and design specifications for each material can be made on an equivalent basis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCyclic. =650 \0$aDamping. =650 \0$aDynamic. =650 \0$aDuctility. =650 \0$aEquivalent-energy. =650 \0$aMechanical connections. =650 \0$aFracture mechanics. =650 \0$aMetals$xDuctility. =650 14$aMechanical connections. =650 24$aSequential-phased displacement. =650 24$aCyclic. =650 24$aDynamic. =650 24$aEquivalent-energy. =650 24$aDamping. =650 24$aDuctility. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11859J.htm =LDR 03119nab a2200517 i 4500 =001 JTE11853J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11853J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11853J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aWilson, CD.,$eauthor. =245 10$aInconsistencies between CTOD and J Calculations /$cCD. Wilson, JD. Landes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aCrack-tip opening displacement (CTOD) determined using the plastic hinge model included in the ASTM E 1290 (Test Method for Crack-Tip Opening Displacement (CTOD) Fracture Toughness Measurement) is inconsistent with CTOD determined using the ASTM E 813 (Test Method for JIc. Measure of Fracture Toughness) combined with an equation relating J to CTOD. The plastic hinge model is also inconsistent with the EPRI handbook estimation scheme. The plastic hinge model is highly inaccurate for hardening materials. To explore these inconsistencies, the EPRI scheme was used to generate theoretical load-displacement curves of a compact tension (CT) specimen for a wide range of materials and crack sizes. An alternate equation, derived for a power law hardening material, is shown to be consistent with both the ASTM E 813 and the EPRI handbook estimation scheme. The alternate equation accounts for nonlinearities in the relationship between CTOD and plastic load-line displacements. Differences between the alternate equation and the EPRI scheme are discussed. Experimental results demonstrate the inaccuracy of the plastic hinge model and the accuracy of the power law model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aFracture toughness. =650 \0$aPlastic hinge model. =650 \0$aPower law hardening. =650 \0$aFracture mechanics. =650 14$aFracture toughness. =650 24$aCrack-tip opening displacement (CTOD) =650 24$aJ-integral. =650 24$aPlastic hinge model. =650 24$aPower law hardening. =700 1\$aLandes, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11853J.htm =LDR 03044nab a2200553 i 4500 =001 JTE11858J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11858J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11858J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD795.7 =082 04$a628.445640941$223 =100 1\$aRosenberg, HS.,$eauthor. =245 10$aElectrochemical Impedance Spectroscopy for Monitoring Coating Performance in Condensing Environments /$cHS. Rosenberg, BC. Syrett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA novel method is described for monitoring coating performance in the thin liquid films found in condensing environments, such as in the corrosive condensate found in flue gas desulfurization (FGD) systems. The method involves exposing coated metal panels to controlled environments, created by atomizing solutions of appropriate composition, in fog chambers. The fog deposits on the coated surface as a thin film that simulates the condensate formed in actual service. The performance of the coatings is monitored in situ by electrochemical impedance spectroscopy (EIS) during periods when the exposed coated surfaces are temporarily flooded with bulk solution having the same composition as the condensate. The method has been used to evaluate the effects of sixteen environmental factors on the performance of eight coatings currently used in FGD outlet ducts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTest method. =650 \0$aOrganic linings. =650 \0$aCoating performance. =650 \0$aCondensing environment. =650 \0$aOrganic wastes$xEnvironmental aspects. =650 \0$aSanitary landfills$xLeaching. =650 \0$aSanitary landfills$xLinings. =650 14$aTest method. =650 24$aCoating performance. =650 24$aCondensing environment. =650 24$aElectrochemical impedance spectroscopy (EIS) =650 24$aOrganic linings. =650 24$aFlue gas desulfurization (FGD) =700 1\$aSyrett, BC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11858J.htm =LDR 02558nab a2200541 i 4500 =001 JTE11856J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11856J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11856J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aBeghini, M.,$eauthor. =245 10$aNumerical Analysis of Plasticity Effects in the Hole-Drilling Residual Stress Measurement /$cM. Beghini, L. Bertini, P. Raffaelli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe aim of this work was to analyze the effect of plasticity on residual stress measurement when the through thickness center-hole technique is used. The study investigated the effect of the most important loading, measuring, and material parameters, i.e., the residual stress intensity, the ratio between the principal residual stresses, the orientation of the strain-gage rusette with reference to the residual stress principal directions, the yield strength, and the strain hardening characteristics of the material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlasticity. =650 \0$aMeasurement. =650 \0$aFinite elements. =650 \0$aResidual stress. =650 \0$aHole-drilling method. =650 \0$aResidual stresses. =650 14$aHole-drilling method. =650 24$aResidual stress. =650 24$aPlasticity. =650 24$aMeasurement. =650 24$aFinite elements. =700 1\$aBertini, L.,$eauthor. =700 1\$aRaffaelli, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11856J.htm =LDR 03142nab a2200553 i 4500 =001 JTE11854J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11854J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11854J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aShaw, WJD,$eauthor. =245 10$aBack Face Strain Calibration for Crack Length Measurements /$cWJD Shaw, W. Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA new calibration of back face strain (BFS) versus crack length a was developed. The calibration incorporates crack closure effects and is based upon a least squares multiple curvilinear regression analysis using seven specimens. Fatigue crack growth took place over a range of crack length to width ratios a/W from 0.2 to 0.8. The information was obtained under constant change in stress intensity factor ?K using compact fractures toughness specimens of 2024-T351 aluminum alloy. In addition, two segular fatigue life crack propagation test conditions were used in the analysis database. The calibration function A*(a/W) is presented in a tubular form as well as in a polynomial equation format. The physical crack length was measured on both surfaces and later, after fracture, corrections of crack length were made for both curvature and plastic zone size. No effect of ?K and specimen thickness on the calibration behavior was found to occur. The calibration equation was checked against crack lengths during fatigue crack growth behavior of both HSLA steel and mechanically alloyed aluminum materials and was found to be accurate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aCrack length. =650 \0$aBack face strain. =650 \0$aCrack measurement. =650 \0$aFatigue crack length. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aCrack length. =650 24$aCrack measurement. =650 24$aCompliance. =650 24$aBack face strain. =650 24$aFatigue crack length. =700 1\$aZhao, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11854J.htm =LDR 02809nab a2200649 i 4500 =001 JTE11864J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11864J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11864J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ216 =082 04$a629.83$223 =100 1\$aAl-Bastaki, NMS,$eauthor. =245 10$aEffect of High Strain Rate on the Properties of PVC Pipe /$cNMS Al-Bastaki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aUnplasticized PVC pipes were tested using static and dynamic testing conditions. The static test was performed by pressurizing the pipes at a strain rate of 1 x 10-4 s-1 and the dynamic test was carried out using a drop hammer apparatus at a strain rate of 8 s-1. The most pronounced influence of the high strain rate was a reduction in the failure hoop strain and an increase in the Young's modulus. An empirical formula was fitted to the stress-strain curves to represent the nonlinear and strain rate dependent behaviors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDrop hammer. =650 \0$aStrain rate. =650 \0$aHoop strength. =650 \0$aStatic testing. =650 \0$aDynamic besting. =650 \0$aUnplasticized PVC. =650 \0$aNonlinear behavior. =650 \0$aFailure hoop strain. =650 \0$aStress-strain curve. =650 \0$aViscoelastic behavior. =650 \0$aNonlinear theories. =650 \0$aDynamics. =650 14$aUnplasticized PVC. =650 24$aStatic testing. =650 24$aDynamic besting. =650 24$aDrop hammer. =650 24$aStrain rate. =650 24$aStress-strain curve. =650 24$aHoop strength. =650 24$aFailure hoop strain. =650 24$aViscoelastic behavior. =650 24$aNonlinear behavior. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11864J.htm =LDR 02901nab a2200529 i 4500 =001 JTE11857J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11857J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11857J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN690 =082 04$a669/.9$223 =100 1\$aField, DP.,$eauthor. =245 10$aDetermination of Softening Kinetics in a Material by Measuring the Evolution of Hot Flow Stress /$cDP. Field, VM. Sample, RS. Rader. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA new technique for estimating the time and temperature-dependent softening response of a deformed material is proposed. The hot flow stress is measured at various intervals in a quasistatic softening experiment to determinse the kinetics of softening. A major advantage of the proposed technique is that a single specimen can be used to estimate the evolution of softening without having to cool and reheat the specimen for each measurement. High resolution strain measurement apparatus is used in the experiments, as minimizing strain is a critical requirement in property performing the measurement. Test control requires optimal performance from the servohydraulic system which must operate near its threshold for reliable information to be obtained. Experimental results indicate that age hardening response as well as recovery and recrystallization kinetics can be measured using this method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aRecovery. =650 \0$aStatic softening. =650 \0$aRecrystallization. =650 \0$aRecrystallization (Metallurgy) =650 \0$aMetal crystals$xGrowth. =650 14$aRecovery. =650 24$aRecrystallization. =650 24$aAluminum. =650 24$aStatic softening. =700 1\$aSample, VM.,$eauthor. =700 1\$aRader, RS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11857J.htm =LDR 03035nab a2200697 i 4500 =001 JTE11862J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11862J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11862J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aTodres, HA.,$eauthor. =245 10$aSolvent-Free, Nuclear-Free Determination of Asphalt Content and Gradation of Hot-Mix Asphalt Concrete /$cHA. Todres, S. Bhattacharja. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA new method of analyzing hot-mix asphalt concrete has been developed that involves the pyrolysis or burn-off of the asphalt cement in a furnace. The method is simple and rapid, providing both asphalt content and aggregate gradation within about 1 to 1½ h (substantial reductions in this time appear achievable). The method will permit elimination of solvent and nuclear techniques currently in use that have specific disadvantages and hazards. It can also be used, if desired, to supplement the nuclear gage, in which case burn-off will be used for gradation and the nuclear gage for asphalt content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBitumea. =650 \0$aHot mix. =650 \0$aGradation. =650 \0$aPyrolysis. =650 \0$aNuclear method. =650 \0$aSieve analysis. =650 \0$aAsphalt concrete. =650 \0$aBituminous content. =650 \0$aSolvent extraction. =650 \0$aQuantitative extraction. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aAsphalt. =650 24$aBitumea. =650 24$aBituminous paving mixtures. =650 24$aAsphalt concrete. =650 24$aHot mix. =650 24$aAsphalt content. =650 24$aBituminous content. =650 24$aQuantitative extraction. =650 24$aSolvent extraction. =650 24$aNuclear method. =650 24$aPyrolysis. =650 24$aSieve analysis. =650 24$aGradation. =700 1\$aBhattacharja, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11862J.htm =LDR 02555nab a2200493 i 4500 =001 JTE11861J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11861J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11861J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aParker, F.,$eauthor. =245 10$aComparison of Asphalt Contents Measured with the Nuclear Gage and Extraction Methods /$cF. Parker, Y. Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAsphalt content is a critical property for controlling the quality of hot mix asphalt. Currently two procedures, solvent extraction (ASTM D 2172, Test Method for Quantitative Extraction of Bitumen from Bituminous Paving Mixtures) and nuclear gage (ASTM D 4125, Test Method for Asphalt Content of Bituminous Mixtures by the Nuclear Method), are used to compare asphalt content. This paper uses field data and data from four laboratory round robin testings to compare asphalt contents measured by the two methods. Asphalt content measurements made by nuclear gages are higher, more accurate, and more precise than asphalt content measurements made by the centrifuge solvent extraction method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNuclear gage. =650 \0$aHot mix asphalt. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aHot mix asphalt. =650 24$aAsphalt content. =650 24$aSolvent extraction method. =650 24$aNuclear gage. =700 1\$aWu, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11861J.htm =LDR 03052nab a2200517 i 4500 =001 JTE11865J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11865J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11865J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV551.3 =082 04$a363.34/0973$223 =100 1\$aSlaten, BL.,$eauthor. =245 10$aComparison of Selected Properties of Barrier Textile Materials Used in Durable, Moisture Repellent Protective Clothing /$cBL. Slaten, LA. Shanley, T. Bellingar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThe needs of workers in hazardous environments are extremely varied. The choice of textile materials must be made on the basis of end use and critical characteristics needed for protection, comfort, and performance of the workers. The purpose of this study was to conduct a series of experiments in order to provide scientific data on the qualities and characteristics of several barrier textile massenals. These materials would be suitable for garments for off-shore oil riggers, pesticide applicators, forestry personnel, hazardous waste disposal workers, military personnel, skiers, hikers, and pilots. The following properties were evaluated: stiffness, drape, abrasion resistance, air permeability, water resistance, tear resistance, breaking force and elongation, oil repellency, and soil release. These data provide a range of information on various properties that users of fabrics for prosective clothing need to be aware of in the selection of fabrics for garments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBarrier materials. =650 \0$aProtective garments. =650 \0$aHazardous environments. =650 \0$aHazardous geographic environments. =650 \0$aNATURE$xNatural Disasters. =650 14$aProtective garments. =650 24$aBarrier materials. =650 24$aPerformance characteristics. =650 24$aHazardous environments. =700 1\$aShanley, LA.,$eauthor. =700 1\$aBellingar, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11865J.htm =LDR 03106nab a2200565 i 4500 =001 JTE12311J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12311J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12311J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aYoshida, N.,$eauthor. =245 10$aStaged Compression-Immersion Direct Shear Test on Compacted Crushed Mudstone /$cN. Yoshida, K. Enami, K. Hosokawa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis paper introduces a staged compression-immersion-direct shear test carried out in order to deal with compressive settlement phenomena of compacted crushed mudstone during staged filling and due to immersion from the viewpoints of not only deformation but also shear strength deterioration. The test apparatus and procedure are described, and as an example, compacted crushed Kobe mudstone samples are tested. It is shown that as expected, the crushed Kobe mudstone samples compacted with 95% degree of compaction exhibit larger compressive settlement than those compacted with 100% degree of compaction during staged loading, and that only the former samples show additional compression due to immersion. Shear strength decreases due to immersion being accompanied with volume decrease, and the shear strength decrease and volume change are larger in the samples compacted with 95% degree of compaction. It is also indicative that the shear strength of the aggregate itself has a significant influence on the shear strength of its compacted samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMudstone. =650 \0$aImmersion. =650 \0$aSoftening. =650 \0$aDirect shear. =650 \0$aDeterioration. =650 \0$aStaged compression. =650 \0$aShear (Mechanics) =650 14$aStaged compression. =650 24$aImmersion. =650 24$aDirect shear. =650 24$aMudstone. =650 24$aDeterioration. =650 24$aSoftening. =700 1\$aEnami, K.,$eauthor. =700 1\$aHosokawa, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12311J.htm =LDR 02709nab a2200541 i 4500 =001 JTE12314J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12314J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12314J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278 =082 04$a001.4/226$223 =100 1\$aHutchinson, TP.,$eauthor. =245 14$aThe Relation Between an Extreme Proportion and a Less Extreme Proportion, in the Context of the Comparability of Tests /$cTP. Hutchinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aData are sometimes encountered consisting of the proportions of items falling into each of three ordered categories in a number of different circumstances. The examples in this paper concern properties of particulate material, such as the proportion of particles considered to be fractured. Methods are proposed for relating the proportion satisfying some stringent criterion (e.g., two or more fractured faces) to the proportion satisfying some less stringent criterion (e.g., one or more fractured faces). Emphasis is on methods whose success or otherwise can be seen graphically. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aParticle shape. =650 \0$aGraphical analysis. =650 \0$aOrdered categories. =650 \0$aComparability of tests. =650 \0$aFracturing of particles. =650 \0$aMultivariate analysis$xGraphical methods. =650 \0$aGrafische voorstellingen. =650 14$aComparability of tests. =650 24$aFracturing of particles. =650 24$aGraphical analysis. =650 24$aOrdered categories. =650 24$aParticle shape. =650 24$aTransformation to linearity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12314J.htm =LDR 02993nab a2200589 i 4500 =001 JTE12307J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12307J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12307J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC173.59.G44 =082 04$a530.11$223 =100 1\$aSamba Siva Rao, G.,$eauthor. =245 10$aPlastic Instability and Mechanical Anisotropy of Textured Zinc /$cG. Samba Siva Rao, PS. Godavarti, ST. Mahmood, K. Linga Murty. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe influence of the material parameters, strain hardening, and strain-rate hardening on the plastic instability of textured zinc sheets tested in uniaxial tension was investigated. The experimental instability strains are observed to be in accord with those evaluated from the analytical expressions involving the material parameters. The crystallite orientation distribution function obtained from the pole figure data is used in conjunction with a plasticity model to predict the anisotropy parameters (R and P) and subsequently the width strains in longitudinal and transverse zinc sheets. While the experimental R and P values matched well with those predicted for basal slip, the predicted width strains beyond uniform deformation are observed to be higher than the experimental values. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile. =650 \0$aTexture. =650 \0$aPlastic instability. =650 \0$aMechanical anisotropy. =650 \0$aHexagonal close packed. =650 \0$aAnisotropic crystals. =650 \0$aAnisotropy. =650 14$aMechanical anisotropy. =650 24$aTensile. =650 24$aTexture. =650 24$aSlip. =650 24$aPlastic instability. =650 24$aUniform and localized strains. =650 24$aHexagonal close packed. =700 1\$aGodavarti, PS.,$eauthor. =700 1\$aMahmood, ST.,$eauthor. =700 1\$aLinga Murty, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12307J.htm =LDR 03287nab a2200613 i 4500 =001 JTE12312J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12312J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12312J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273 =082 04$a519/.1$223 =100 1\$aProctor, CH.,$eauthor. =245 10$aOn Bounding a Near-Zero Probability When Zero Occurrences Appear in a Sample /$cCH. Proctor, SN. Luko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aIn attribute sampling, it is sometimes the case that the investigator will report a "zero response" in the sample. This means that where a specific attribute has been defined, no occurrences having the attribute are observed in the sample. When this event occurs, it may be tempting to report a result of "zero defects" or simply that the attribute was not observed within the sample. It may even be concluded that defects are not to be expected from the process or lot since none were observed in the sample. This paper shows that this reasoning is false and shows how to bound the probability of future occurrence of a defined attribute, under various conditions of sampling, when zero occurrences are exhibited in a sample. Several common scenarios of sampling are considered, including sampling from a process, sampling finite or isolated lots, and sampling from a continuum. In addition, some common sampling problems such as errors of misclassification and autocorrelation are considered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAutocorrelation. =650 \0$aBayesian analysis. =650 \0$aBeta distribution. =650 \0$aPoisson distribution. =650 \0$aBinomial distribution. =650 \0$aUpper confidence bound. =650 \0$aMisclassification error. =650 \0$aPoisson-Verteilung. =650 \0$aStochastic processes. =650 14$aUpper confidence bound. =650 24$aMisclassification error. =650 24$aBinomial distribution. =650 24$aHypergeometric distribution. =650 24$aPoisson distribution. =650 24$aAutocorrelation. =650 24$aBeta distribution. =650 24$aBeta-binomial distribution. =650 24$aBayesian analysis. =700 1\$aLuko, SN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12312J.htm =LDR 02371nab a2200469 i 4500 =001 JTE12315J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12315J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12315J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTT524 =082 04$a685.22$223 =100 1\$aChen, Y.,$eauthor. =245 10$aInstrumental Method to Evaluate Leather Compressive Properties /$cY. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aAn instrumental attachment and testing method was developed on a QTest™ tensile tester to evaluate leather compressibility. Six types of leather including pig, deer, cow, emu, goat, and alligator, were tested in terms of compressive modulus, linearity, energy, resilience, and thickness. A linear function was proposed to characterize the relationship between logarithmic stress and strain. This enabled calculation of all initial compressive moduli for these leather samples. The instrumental obtained data helped comparison of the compressive properties among the leather samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLeather. =650 \0$aCompressive properties. =650 \0$aInstrumental measurement. =650 \0$aLeather garments. =650 14$aInstrumental measurement. =650 24$aCompressive properties. =650 24$aLeather. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12315J.htm =LDR 03094nab a2200577 i 4500 =001 JTE12309J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12309J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12309J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aOh, YJ.,$eauthor. =245 10$aDynamic Loading Fracture Tests of Ferritic Steel Using the Direct Current Potential Drop Method /$cYJ. Oh, JH. Kim, IS. Hwang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aTo apply the leak-before-break concept to nuclear piping, the dynamic strain aging of low alloy steel materials has to be considered. For this goal, J-R tests are needed over a range of temperatures and loading rates, including rapid dynamic loading conditions. In dynamic J-R tests, the unloading compliance method cannot be applied and usually the direct current potential drop (DCPD) method is used. But, the DCPD method is known to have a problem in defining the crack initiation point due to a potential peak that arises in the early part of loading of ferromagnetic materials. In this study, the characteristics of measured DC potential peaks were investigated for SA106 Gr. C piping steels, and the definition of crack initiation point was determined by backtracking from the physically-measured final crack length. It is proposed that this technique could be applied as an improved DCPD method applicable for the dynamic loading J-R test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBacktracking. =650 \0$aRapid loading. =650 \0$aDynamic loading. =650 \0$aLow alloy steel. =650 \0$aLeak-before-break. =650 \0$aDynamic strain aging. =650 \0$afracture mechanics. =650 14$aLeak-before-break. =650 24$aDirect current potential drop. =650 24$aDynamic loading. =650 24$aBacktracking. =650 24$aLow alloy steel. =650 24$aDynamic strain aging. =650 24$aRapid loading. =700 1\$aKim, JH.,$eauthor. =700 1\$aHwang, IS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12309J.htm =LDR 03292nab a2200541 i 4500 =001 JTE12306J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12306J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12306J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.12 =082 04$a620.1/123$223 =100 1\$aGomez, JT.,$eauthor. =245 10$aPhotoelastic Evaluation of Stress Fields and Fracture During Dynamic Splitting Experiments /$cJT. Gomez, A. Shukla, A. Sharma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aDynamic tensile-splitting experiments were conducted on brittle polyester disks, manufactured from Homalite ®-100, to photoelastically visualize stress field development in the specimens and, ultimately, specimen fracture. A Split Hopkinson Pressure Bar (SHPB) was used to load the specimen dynamically and record load data as a function of time. Images of the stress field were captured with high-speed photography and interpreted using photoelastic analysis. The experiments determined that the specimens reached an equilibrium state relatively quickly, and remained in equilibrium until fracture. Fracture began with in-plane cracks forming on either side of the specimen. Transverse cracks emanated from the in-plane cracks, then propagated across the specimen mid-plane at velocities up to 60% of the shear wave velocity in the material. Contact loads calculated from photoelasticity agreed favorably with SHPB results. These experiments also allowed for the determination of the dynamic splitting strength of the Homalite ®-100 as a function of strain rate. The dynamic splitting strength of the material increased with the increasing strain rate, reaching a maximum value of about twice the static splitting strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhotoelasticity. =650 \0$aTensile strength. =650 \0$aDynamic splitting. =650 \0$aHigh-speed photography. =650 \0$aElasticity. =650 \0$aPlastic coating. =650 14$aPhotoelasticity. =650 24$aSplit Hopkinson Pressure Bar. =650 24$aTensile strength. =650 24$aDynamic splitting. =650 24$aHigh-speed photography. =700 1\$aShukla, A.,$eauthor. =700 1\$aSharma, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12306J.htm =LDR 02643nab a2200493 i 4500 =001 JTE12313J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12313J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12313J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aLing, X.,$eauthor. =245 10$aMeasurement of Creep Damage by the Natural Frequency Method /$cX. Ling, S-t Tu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe natural frequency method (NFM), a novel approach for the measurement of creep damage, is proposed in this paper. The technique, with instrument configuration and experimental procedure, is described in detail. The application of the approach has been made on 25Cr20Ni steel, widely used for furnace tubes. The measured results of creep damage show good agreement with theoretical predictions. The critical damage value ?cr of 25Cr20Ni also has been obtained by the proposed approach. Compared with the current density method and the loading and unloading method, NFM has many advantages, such as higher accuracy, simpler apparatus, and better repeatability. On the basis of NFM, an efficient approach can be given for life prediction and extension of high temperature components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep damage. =650 \0$aCritical damage value. =650 \0$acreep. =650 \0$aMaterials$xCreep. =650 14$aCreep damage. =650 24$aNatural frequency method (NFM) =650 24$a25Cr20Ni steel. =650 24$aCritical damage value. =700 1\$aTu, S-t,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12313J.htm =LDR 02385nab a2200553 i 4500 =001 JTE12305J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12305J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12305J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aCarlson, RL.,$eauthor. =245 13$aAn Extrapolation Method for Estimating Crack Growth Rate Confidence Intervals from Small Fatigue Crack Data /$cRL. Carlson, MD. Halliday. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aSmall fatigue crack growth data for the aluminum alloy 6061-T651 are analyzed to obtain confidence intervals for the mean crack growth rate as a function of crack length. Results of an extrapolation procedure are presented to illustrate how variations in crack size and elapsed load cycles in the early stages of crack growth may be examined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aScatter. =650 \0$aSmall cracks. =650 \0$aExtrapolation. =650 \0$aConfidence intervals. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue. =650 24$aSmall cracks. =650 24$aScatter. =650 24$aConfidence intervals. =650 24$aExtrapolation. =700 1\$aHalliday, MD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12305J.htm =LDR 04117nab a2200517 i 4500 =001 JTE12310J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12310J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12310J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aSabaaly, PE.,$eauthor. =245 10$aInfluence of Hot-Mix Asphalt Parameters on the Correction Factors of the Ignition Oven Test /$cPE. Sabaaly, O. Abdel-Magied, M. Dunn, W. Brinkmeyer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe ignition oven method has been gaining popularity because of its applicability to both laboratory and field conditions, its nondependency on chemicals, and its ability to evaluate both binder content and aggregate gradations. However, the use of this method requires the careful determination of correction factors for both binder content and aggregate gradations. The need for such correction factors stems from the fact that most aggregates experience a certain level of weight loss as they are subjected to elevated temperatures. These weight losses must be accounted for in order to accurately determine the binder content and aggregate gradation of HMA mixtures. It is well accepted that the most important step of the ignition oven test is the determination of an accurate correction factor. The implementation of the ignition oven method requires the highway agency to assess the performance of the local materials with the test procedure and to identify the mixture parameters that significantly impact the determined correction factor. In preparation for the implementation of the ignition oven test, the Nevada Department of Transportation (NDOT) conducted an extensive laboratory testing program to assess the impact of the various mix parameters on the determination of the correction factors. The experiment included aggregate source, binder type, lime, and testing temperature. This paper analyzes the data generated from the NDOT experiment and evaluates the impact of each of the considered factors on the correction factor. In summary, the analysis of the data generated in the NDOT experiment showed that the aggregate source and the addition of lime have the most significant impact on the determined correction factor followed by the temperature and binder type. However, if during a field project the binder or the method of lime application changes, this change would not require the determination of a new correction factor. The data also showed that the blank aggregate method would generate correction factors that are less variable than the known asphalt content method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregate. =650 \0$aHot mix asphalt. =650 \0$aIgnition oven method. =650 \0$aasphalt pavements. =650 \0$aPolymers$xMechanical properties. =650 14$aHot mix asphalt. =650 24$aAggregate. =650 24$aIgnition oven method. =700 1\$aAbdel-Magied, O.,$eauthor. =700 1\$aDunn, M.,$eauthor. =700 1\$aBrinkmeyer, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12310J.htm =LDR 03198nab a2200577 i 4500 =001 JTE12308J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12308J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12308J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aUllrich, G.,$eauthor. =245 10$aApplication of a Relativistic Conservation Equation to Crack Initiation /$cG. Ullrich. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aGiven the load versus deformation diagram, including the load maximum of a specimen with a known stress intensity factor, the initiation of stable crack growth can be calculated exactly from measurement results by introducing equations analogous to those found in the theory of general relativity. This can be done by means of the two-observer principle. A point on the plastic curve can be equivalently correlated to a given point on the elastic curve. In deriving the equivalence, it can be seen that the different geometrical configurations with respect to the loading direction and the crack plane have to be modified by the introduction of a factor. It was found that this factor is analogous to the Doppler effect (Lorentz transformation.) The agreement of the mathematical procedure using analytical functions with the experimental results (potential-drop technique) has been found to be excellent, using qualified steels. For those materials with significant deformation before crack initiation, the agreement between mathematical procedure and experiment is less good. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aTension testing. =650 \0$aBrittle fracture. =650 \0$aCrack initiation. =650 \0$aFracture toughness. =650 \0$aRelativistic equation. =650 \0$aLorentz transformation. =650 \0$afracture mechanics. =650 \0$aFracture of materials. =650 14$aBrittle fracture. =650 24$aCrack initiation. =650 24$aFracture toughness. =650 24$aJ-integral. =650 24$aLorentz transformation. =650 24$aRelativistic equation. =650 24$aTension testing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12308J.htm =LDR 02487nab a2200517 i 4500 =001 JTE11030J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11030J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11030J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK9207.5 =082 04$a621.48/332$223 =100 1\$aSinha, AK.,$eauthor. =245 10$aMonitoring of Oxide Layer Thickness on Zircaloy-2 by the Eddy Current Test Method /$cAK. Sinha, BK. Shah, PG. Kulkarni. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aTo ensure adequate wear resistance on some of the nuclear reactor components made of Zircaloy-2, a uniform thick buff oxide layer is desirable. Commonly used methods to evaluate oxide thickness (i.e., metallography and weight gain) have certain limitations. In this paper, results of eddy current (ECT) monitoring as a function of oxide layer thickness (determined metallographically) on Zircaloy-2 surface have been reported. A linear correlation between ECT response and oxide layer thickness has been established. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOxide layer. =650 \0$aEddy current test. =650 \0$aZircaloy-2. =650 \0$aZirconium alloys. =650 \0$aNuclear fuel claddings. =650 14$aEddy current test. =650 24$aNondestructive test method. =650 24$aOxide layer. =650 24$aZircaloy-2. =700 1\$aShah, BK.,$eauthor. =700 1\$aKulkarni, PG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11030J.htm =LDR 01862nab a2200433 i 4500 =001 JTE11037J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11037J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11037J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.1/51$223 =100 1\$aRao, GJ.,$eauthor. =245 10$aResponse to Discussion of :$b"Determination of Calibration Constants for Hole Drilling Technique Using Special Strain Gage Rosette" /$cGJ. Rao, KR. Sankar, R. Narayanan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoil penetration test$xEquipment and supplies$xCalibration. =650 \0$aDrilling and boring machinery$xTesting. =650 \0$aEnergy transfer. =700 1\$aSankar, KR.,$eauthor. =700 1\$aNarayanan, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11037J.htm =LDR 02174nab a2200493 i 4500 =001 JTE11033J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11033J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11033J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aBeaver, PW.,$eauthor. =245 10$aJ-Integral Testing of Aluminum Alloys :$bA New Technique for Marking Crack Fronts /$cPW. Beaver. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn important aspect of the standardized JIc test method is the measurement of the amount of crack extension as a function of load. The usual method of marking crack fronts for subsequent measurement in a luminum alloys is to fatigue cycle after initial static crack extension. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum alloys. =650 \0$aJ-integral testing. =650 \0$aCrack front marking. =650 \0$aAluminumalloys. =650 \0$aMetals$xHeat treatment. =650 14$aJ-integral testing. =650 24$aAluminum alloys. =650 24$aCrack front marking. =650 24$aMultiple specimen technique. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11033J.htm =LDR 03022nab a2200517 i 4500 =001 JTE11028J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11028J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11028J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a624.1/7$223 =100 1\$aJohnson, WS.,$eauthor. =245 10$aStress Analysis of the Cracked-Lap-Shear Specimen :$bAn ASTM Round-Robin /$cWS. Johnson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aAn ASTM round-robin was conducted to evaluate the state of the art in stress analysis of adhesively bonded joint specimens. Specifically, the participants were asked to calculate the strain-energy-release rate for two different geometry cracked-lap-shear (CLS) specimens at four different debond lengths. The various analytical techniques consisted of two- and three-dimensional finite element analysis, beam theory, plate theory, and a combination of beam theory and finite element analysis. The results were examined in terms of the total strain-energy-release rate and the Mode I to Mode II ratio as a function of debond length for each specimen geometry. These results basically clustered into two groups: geometric linear or geometric nonlinear analysis. The geometric nonlinear analysis is required to properly analyze the CLS specimens. The three-dimensional finite element analysis gave indications of edge closure plus some Mode III loading. Each participant described their analytical technique and results. Nine laboratories participated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRound-robin. =650 \0$aAdhesive joints. =650 \0$aStress analysis. =650 \0$aStrains and stresses. =650 \0$aStructural analysis (Engineering) =650 14$aAdhesive joints. =650 24$aStress analysis. =650 24$aStrain-energy-release rates. =650 24$aGeometric nonlinear analysis. =650 24$aRound-robin. =650 24$aCracked-lap-shear specimen. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11028J.htm =LDR 02724nab a2200517 i 4500 =001 JTE11032J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11032J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11032J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aColas, R.,$eauthor. =245 10$aStrain Distribution and Temperature Increase During Plane Strain Compression Testing /$cR. Colas, CM. Sellars. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe strain distribution, the temperature evolution during and after testing, and the temperature gradients developed during deformation have been determined in specimens tested in plane strain compression at different strain rates. It is found that the strain distribution patterns are determined by the geometrical configuration of the material during deformation and are not affected by the strain rate. However, the range of variation of local strains within a specimen does increase at high strain rate. This increase is attributed to localized increases of temperature. It is shown that local variations in temperature are measured as a thermocouple crosses an active slip line field. Implications for metallographic studies are drawn. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot workability. =650 \0$aHigh strain rate. =650 \0$aHigh temperature. =650 \0$aAdiabatic heating. =650 14$aPlane strain compression tests. =650 24$aHigh temperature. =650 24$aHigh strain rate. =650 24$aHot workability. =650 24$aStrain distribution patterns. =650 24$aAdiabatic heating. =700 1\$aSellars, CM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11032J.htm =LDR 01709nab a2200421 i 4500 =001 JTE11038J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11038J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11038J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG360 =082 04$a624/.1821$223 =100 1\$aKlepaczko, JR.,$eauthor. =245 10$aDiscussion of, and Response to, "Investigation of Dynamic JId for Alloy Steel Weldments Using the Split Hopkinson Bar" /$cJR. Klepaczko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel$xWelding. =650 \0$aFatigue strength. =650 \0$aWeldments. =650 \0$aBeams. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11038J.htm =LDR 02510nab a2200457 i 4500 =001 JTE11031J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11031J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11031J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV5824.W6 =082 04$a362.29/82/0820973$223 =100 1\$aKirk, MT.,$eauthor. =245 10$aCompliance Expression for the Middle Cracked Tension Specimen :$b2a/W f(EBV/P) /$cMT. Kirk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA compliance equation expressing crack length as a function of normalized compliance for the middle cracked tension specimen is developed for cracks ranging from 20 to 80% of the total specimen width. Relations are given for use over various displacement gage lengths and for materials having a Poisson's ratio between 0.2 and 0.5. These equations are based on the earlier work of Efits and Liebowitz. The equation developed compares well with this previous work, particularly for short displacement gage lengths where the maximum crack length estimation sensitivity is achieved. Further, the equation matches experimental data as well as the original work, having an average difference of 5% for all crack lengths considered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance equation. =650 \0$aCrack(Drug) =650 \0$aCrack. =650 \0$aCrackCocaine. =650 14$aCompliance equation. =650 24$aMiddle cracked tension [M(T)] specimen. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11031J.htm =LDR 02653nab a2200529 i 4500 =001 JTE11034J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11034J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11034J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN756 =082 04$a669.1$223 =100 1\$aTarby, SK.,$eauthor. =245 12$aA Statistical Analysis of the Notch Toughness of 9% Nickel Steels Obtained from Production Heats /$cSK. Tarby, RD. Stout. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aStorage tanks for liquefied natural gas are constructed from 9% nickel steel. A collection of over 600 production heat sheets from producers in Europe, Japan, and the United States was assembled and analyzed to establish the trend in changes of composition and mechanical properties which have taken place in the production of these steels over the past 15 years. Generally, enhancement of the toughness of 9% nickel steels has been attained by lowering impurity levels. In fact, Charpy notch toughness values at 77K (-196°C) far in excess of the ASTM minimum requirement of 27 J are now consistently obtained in production. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProduction heats. =650 \0$aStatistical analysis. =650 \0$aCharpy notch toughness. =650 \0$aSecond-order regression. =650 \0$aNickelsteel. =650 \0$aIron-nickelalloys. =650 14$aCharpy notch toughness. =650 24$a9% nickel steels. =650 24$aProduction heats. =650 24$aStatistical analysis. =650 24$aSecond-order regression. =700 1\$aStout, RD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11034J.htm =LDR 02553nab a2200553 i 4500 =001 JTE11029J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11029J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11029J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aMills, WJ.,$eauthor. =245 10$aNear-Threshold Fatigue Crack Growth Behavior for 316 Stainless Steel /$cWJ. Mills, LA. James. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aFatigue crack growth threshold behavior of Type 316 stainless steel was studied in air at 24°C to evaluate the effects of load-shedding rate and specimen geometry on ultra-low crack growth rates. Load-shedding rates greater than the maximum rate recommended in the proposed ASTM test procedure were found to have no substantial effect on the threshold behavior. At very low ?K levels, crack growth rates were apparently dependent on environmental effects and the degree of plastic constraint. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStainless steel. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 \0$aFatigue (materials) =650 \0$aCrack growth threshold. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aStainless steel. =650 24$aCrack growth threshold. =650 24$aFracture mechanics. =700 1\$aJames, LA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11029J.htm =LDR 02864nab a2200589 i 4500 =001 JTE11035J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11035J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11035J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD501 =082 04$a547.1/36$223 =100 1\$aWickström, U.,$eauthor. =245 10$aPrediction of Heat Release Rates of Surface Materials in Large-Scale Fire Tests Based on Cone Calorimeter Results /$cU. Wickström, U. Göransson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA simple theory is suggested for the important fire engineering problem of predicting large-scale test fires of surface materials based on information obtained from small-scale tests. Ignition time and heat release rate history obtained from cone calorimeter tests are input to a straightforward numerical model that predicts the heat release rate history of a product when tested in the standardized large-scale room/corner test. A constant heat output rate of the ignition source, as suggested by NORDTEST, is, however, necessary; the original ASTM method prescribes varying output rates which makes the type of analysis suggested here impossible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFire tests. =650 \0$aFull-scale test. =650 \0$aSmall-scale test. =650 \0$aCorrelation study. =650 \0$aMathematical model. =650 \0$aRate of heat release. =650 \0$aBombcalorimeter. =650 \0$aOrganic compounds. =650 \0$aThermodynamics. =650 14$aFire tests. =650 24$aCombustible lining materials. =650 24$aRate of heat release. =650 24$aSmall-scale test. =650 24$aFull-scale test. =650 24$aCorrelation study. =650 24$aMathematical model. =700 1\$aGöransson, U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11035J.htm =LDR 02808nab a2200577 i 4500 =001 JTE11036J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11036J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11036J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH9565 =082 04$a363.37$223 =100 1\$aHarmathy, TZ.,$eauthor. =245 10$aComparison of Severity of Exposure in ASTM E 119 and ISO 834 Fire Resistance Tests /$cTZ. Harmathy, MA. Sultan, JW. MacLaurin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aUsing specimens similar to those described in the draft revision of ASTM E 119, tests were conducted in floor and wall fire test furnaces. The tests were designed to compare the practical consequences of following the ASTM E 119 and ISO 834 specifications for measuring and controlling the nominal furnace temperature. It has been found that in fire tests of shorter duration, perhaps up to 1.5 h, the ASTM test is slightly more severe than the ISO test. In longer tests the difference in severities is negligible. Some observations concerning the non-uniformity of heat absorption by the test specimen point to the importance of proper furnace design in the satisfactory performance of test furnaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aISO 834. =650 \0$aFire exposure. =650 \0$aFire severity. =650 \0$aFurnace design. =650 \0$aFire test furnaces. =650 \0$aFireresistance. =650 \0$aData. =650 \0$aBuilding construction. =650 14$aASTM E 119. =650 24$aISO 834. =650 24$aFire exposure. =650 24$aFire severity. =650 24$aFire test furnaces. =650 24$aFurnace design. =700 1\$aSultan, MA.,$eauthor. =700 1\$aMacLaurin, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11036J.htm =LDR 03224nab a2200529 i 4500 =001 JTE12129J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12129J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12129J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aLi, M.,$eauthor. =245 13$aAn On-Line Correction Technique of Random Loading with a Real-Time Signal Processor for a Laboratory Fatigue Test /$cM. Li, Y-S Wu, B-H Xu, W. Jia, W. Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe authors present an application of the Solartron 1200 Real Time Signal Processor to correcting the on-line random loading in a fatigue test system. By inputting a power spectrum described by a data file to a computer, its corresponding random process may be simulated. Since the processor is connected with a computer, results of signal processing done by the processor are sent to the computer periodically during the test. The computer performs pattern matching using the correlation coefficient value (CCV) between a loading spectrum and its predetermined target. If a CCV exceeds its threshold, the old data file will be replaced with a new one and the random loading exerted on a specimen will be updated. When the new data file is obtained based on optimal control strategy, the updated loading spectrum will approach its target. Therefore, an electrohydraulic fatigue test system equipped with a real-time signal processor can realize an on-line correction of a random loading based on the target spectrum desired. Since this updating does not change the original software package and hardware of the system, the performance of the system and testing quality are safely improved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue test. =650 \0$aOptimal control. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue test. =650 24$aOn-line correction of random loading. =650 24$aOptimal control. =700 1\$aWu, Y-S,$eauthor. =700 1\$aXu, B-H,$eauthor. =700 1\$aJia, W.,$eauthor. =700 1\$aZhao, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12129J.htm =LDR 02560nab a2200457 i 4500 =001 JTE12130J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12130J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12130J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD892 =082 04$a620.2/3$223 =100 1\$aMurphy, JF.,$eauthor. =245 10$aTransverse Vibration of a Simply Supported Frustum of a Right Circular Cone /$cJF. Murphy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aPresently, there is no efficient mechanical method in the United States to sort small-diameter logs. This paper explores the problem theoretically using transverse vibration as one such method. The numerical solution to the frequency equation for the transverse vibration of a simply-supported frustum of a right circular cone is found. We refer to this solid as a tapered cylinder with constant taper. The numerical solution is found as a function of cylinder taper, and an approximation to the solution of the frequency equation for slight taper is presented and compared with the numerical solution. This simple yet accurate approximation is most useful to determine the tapered cylinder's flexural stiffness or modulus of elasticity by freely vibrating a simply supported tapered cylinder. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmall-diameter logs. =650 \0$aTransverse vibration. =650 \0$aVibration. =650 \0$aNoise control. =650 14$aTransverse vibration. =650 24$aSmall-diameter logs. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12130J.htm =LDR 02405nab a2200517 i 4500 =001 JTE12131J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12131J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12131J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH324.9.S62 =082 04$a574.1/92/028$223 =100 1\$aBurgess, G.,$eauthor. =245 10$aEvaluation of the Gavarti Associates-Comprehensive Abrasion Tester /$cG. Burgess, P. Singh, E. Knudsen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThe GA-CAT (Gavarti Associates-Comprehensive Abrasion Tester) was put through sensitivity and repeatability studies to determine the variability associated with the machine. This was done to evaluate its ability to detect differences in quality within a batch of production run labels. The results showed that repeatability was poor so that quality variations in labels could not be assessed. The focus of the study therefore shifted to evaluating the causes of machine variability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLabels. =650 \0$aAbrasion. =650 \0$aRepeatability. =650 \0$aSpin labels. =650 \0$aMolecular biology$xTechnique. =650 14$aAbrasion. =650 24$aLabels. =650 24$aRepeatability. =650 24$aASTM D 5181. =700 1\$aSingh, P.,$eauthor. =700 1\$aKnudsen, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12131J.htm =LDR 03472nab a2200589 i 4500 =001 JTE12162J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12162J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12162J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a519.5/36$223 =100 1\$aSaucedo-Muñoz, ML.,$eauthor. =245 10$aDevelopment of a Multiple Linear Regression Model to Estimate the Ductile-Brittle Transition Temperature of Ferritic Low-Alloy Steels Based on the Relationship Between Small Punch and Charpy V-Notch Tests /$cML. Saucedo-Muñoz, T. Matsushita, T. Hashida, T. Shoji, H. Takahashi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe transition temperatures of Cr-0.5Mo, Cr-Mo, and Cr-Mo-V steels were determined using the Charpy V-notch (CVN) and the small punch (SP) tests. It was confirmed that there was a linear correlation between the transition temperature of ductile-brittle behavior determined by the Charpy V-notch test and that obtained from the small punch test. However, the estimation of CVN transition temperature by means of this linear equation is not completely reliable because of the large experimental scatter of data. In order to improve the reliability of the transition temperature estimation, a multiple linear regression (MLR) analysis was conducted to evaluate the effect of different variables of the manufacturing process and service conditions. This analysis permitted the determination of the following regression equation: CVNDBTT=1.35SPDBTT-0.84x103d-1/2+326. This equation enables one to assess more accurately the transition temperature corresponding to the Charpy V-notch test using that of the small punch test and the austenitic grain size, expressed by d-1/2. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMechanical tests. =650 \0$aSmall punch test. =650 \0$aCharpy V-notch test. =650 \0$aRegression analysis. =650 \0$aFerritic low-alloy steels. =650 \0$aEconometrics. =650 \0$aRegressieanalyse. =650 14$aMechanical tests. =650 24$aCharpy V-notch test. =650 24$aSmall punch test. =650 24$aDuctile-brittle transition temperature. =650 24$aFerritic low-alloy steels. =650 24$aRegression analysis. =700 1\$aMatsushita, T.,$eauthor. =700 1\$aHashida, T.,$eauthor. =700 1\$aShoji, T.,$eauthor. =700 1\$aTakahashi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12162J.htm =LDR 02942nab a2200541 i 4500 =001 JTE12125J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12125J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12125J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH201 =082 04$a502.82$223 =100 1\$aHashimoto, A.,$eauthor. =245 10$aEstimation of Particle Size Distribution in Materials in the Case of Spheroidal Particles Using Quantitative Microscopy /$cA. Hashimoto, T. Miyazaki, H. Kang, H. Noguchi, K. Ogi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aIn this paper, an estimation method is proposed for the size distribution of particles in materials. The configuration of particles is assumed to be spheroidal and all observed information is gathered from cutting planes. The apparent size distribution measured from 2D is corrected to the 3D true size distribution, then the expected size distribution can be estimated from a small size up to an extreme size. This estimation method is most versatile, and involves Saltycov's method and extreme statistics at the same time. The procedure is applied to an artificial material with a given particle size distribution in computer simulation in order to examine its validity. The estimated results are compared with the given distribution, and the validity of the method is confirmed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNumerical simulation. =650 \0$aQuantitative microscopy. =650 \0$aNondestructive inspection. =650 \0$aDiagnostic Imaging. =650 \0$aMicroscopy$vPeriodicals. =650 14$aNondestructive inspection. =650 24$aParticle size distribution. =650 24$aNumerical simulation. =650 24$aQuantitative microscopy. =700 1\$aMiyazaki, T.,$eauthor. =700 1\$aKang, H.,$eauthor. =700 1\$aNoguchi, H.,$eauthor. =700 1\$aOgi, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12125J.htm =LDR 03185nab a2200565 i 4500 =001 JTE12124J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12124J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12124J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aSavas, TP.,$eauthor. =245 10$aFatigue and Stress Analysis of a Novel Test Coupon Geometry Developed for Hydraulic Pressure Impulse Testing /$cTP. Savas, JC. Earthman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aPressure impulse fatigue testing of a novel test coupon geometry was conducted to simulate hydraulic flight con trol manifolds under multiaxial stress conditions. The configuration of the coupon was particularly useful for evaluating complex multiaxial stress states and for comparing the impulse fatigue performance of different types of alloys under conditions of high stress concentration. In this article, three-dimensional linear elastic finite element analyses are presented to quantify the von Mises equivalent and maximum principal stress distributions at the stress-critical regions. Fatigue life results using the present coupon geometry are provided for two high-strength aluminum alloy variants, including Types 7075 and 6013. Post-test macroscopic and scanning electron microscopy examinations are presented to characterize the fatigue fractures and to show that fatigue crack initiation takes place at the maximum stress locations as predicted by finite element analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress analysis. =650 \0$aType 6013 alloy. =650 \0$aType 7075 alloy. =650 \0$aFinite element modeling. =650 \0$aMultiaxial stress states. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aPressure impulse fatigue testing. =650 24$aFinite element modeling. =650 24$aMultiaxial stress states. =650 24$aHigh-strength aluminum alloys. =650 24$aStress analysis. =650 24$aType 7075 alloy. =650 24$aType 6013 alloy. =700 1\$aEarthman, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12124J.htm =LDR 02688nab a2200505 i 4500 =001 JTE12128J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12128J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12128J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1623$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aLeaching Behavior of Indian Fly Ashes by an Oedometer Method /$cNS. Pandian, S. Balasubramonian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThermal power stations use pulverized coal as fuel, producing enormous quantities of ash as a by-product of combustion. Currently, with very low utilization of the ash produced, the ash deposits at the thermal power stations are increasing rapidly. The disposal problem is expected to become alarming due to the limited space available for ash disposal near most thermal power stations. Among the various applications available for the use of fly ash, geotechnical application offers opportunity for its bulk utilization. However, the possibility of ground and surface water contamination due to the leaching of toxic elements present in the fly ash needs to be addressed. This paper describes a study carried out on two Indian fly ashes. It is found that pH is the controlling factor in the leaching behavior of fly ashes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aLeaching. =650 \0$aFree lime. =650 \0$aTrace metals. =650 \0$aAlloys$xCorrosion. =650 14$aLeaching. =650 24$aTrace metals. =650 24$aFree lime. =650 24$aFly ash. =700 1\$aBalasubramonian, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12128J.htm =LDR 02938nab a2200529 i 4500 =001 JTE12127J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12127J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12127J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1570 =082 04$a621.36/78$223 =100 1\$aChrzanowski, K.,$eauthor. =245 10$aTesting of Thermal Imagers for Nondestructive Thermal Testing Applications /$cK. Chrzanowski, J. Fischer, B. Gutschwager, W. Wrona. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aOne of the important areas of application of commercial thermal imagers is nondestructive thermal testing. An analysis of two standards published by the American Society for Testing and Materials describing measurement procedures of the minimum resolvable temperature difference (MRTD) and the minimum detectable temperature difference (MDTD) was made in this paper. It was shown that in the case of modern thermal imagers, the measurement results of these parameters carried out according to the ASTM recommendations may be unreliable. Proposals to update the standards and to enable accurate measurement of the parameters mentioned above are presented. A laboratory setup for measurement of the MRTD and the MDTD that fulfills requirements of the proposals is described. Measurement results of the parameters for a modern commercial imager according to updated procedures are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermal imager. =650 \0$aInfrared analysis. =650 \0$aNondestructive testing. =650 \0$aTemperature measurement. =650 \0$aThermography. =650 14$aNondestructive testing. =650 24$aTemperature measurement. =650 24$aThermal imager. =650 24$aInfrared analysis. =700 1\$aFischer, J.,$eauthor. =700 1\$aGutschwager, B.,$eauthor. =700 1\$aWrona, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12127J.htm =LDR 03384nab a2200577 i 4500 =001 JTE12126J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12126J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12126J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aDivinsky, M.,$eauthor. =245 10$aRepeatability Analysis of Road Roughness Measurements /$cM. Divinsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA roughness of the road profile as an inherent pavement surface characteristic is of importance in pavement management. Roughness measurements are used for dividing the road section into statistically homogeneous units, establishing the preferences for maintenance and rehabilitation, and in other aspects of pavement surface characterization. Roughness characteristics are variable, and the method of obtaining the measurements as well as equipment specifications have significant effect on the processing and interpretation of the results. The most basic aspect of measurement capability is repeatability, and the measurement system cannot be accepted without a relatively high level of repeatability. For the purposes of repeatability studies, paired series of roughness measurements have been collected at the Israeli Public Works Department at the same road section under the same conditions for the section, device, and operator. The results of the repeatability studies include descriptions of statistical peculiarities of roughness measurements for each profile involved in the analysis, mutual behavior of compared measurements, as well as repeatability characteristics of the measurement system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMeasurement system. =650 \0$aRepeatability studies. =650 \0$aRoughness measurements. =650 \0$aRandom process structure. =650 \0$aSpectral characteristics. =650 \0$aLongitudinal road profile. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aPavement surface characteristics. =650 24$aLongitudinal road profile. =650 24$aRoughness measurements. =650 24$aMeasurement system. =650 24$aRepeatability studies. =650 24$aRandom process structure. =650 24$aSpectral characteristics. =650 24$aStatistical peculiarities. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12126J.htm =LDR 02623nab a2200505 i 4500 =001 JTE12123J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12123J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12123J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC321 =082 04$a536/.2012$223 =100 1\$aManohar, K.,$eauthor. =245 10$aMeasurement of Apparent Thermal Conductivity by the Thermal Probe Method /$cK. Manohar, DW. Yarbrough, JR. Booth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThree thermal probes were constructed in accordance with ASTM D 5334 and calibrated using heat-flow metre data. The temperature-time response of the thermal probes for determining apparent thermal conductivity ? under transient state conditions was logged at 1 s intervals. The instrumentation used reduced the determinate error associated with voltage and current measurements to a negligibly small value that made the uncertainty in ? dependent on the uncertainty of the slope dT/dlnt. A test method was run in 1000 s, in which a criterion of 2.5% spread among three consecutive slope values was used to determine the extent of the linear segment of the T-ln t curve. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermal probe. =650 \0$aLine source method. =650 \0$aThermal conductivity. =650 \0$aHeat$xConduction. =650 \0$aMaterials$xThermal properties. =650 14$aThermal probe. =650 24$aThermal conductivity. =650 24$aLine source method. =700 1\$aYarbrough, DW.,$eauthor. =700 1\$aBooth, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12123J.htm =LDR 03034nab a2200553 i 4500 =001 JTE12122J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12122J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12122J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aWoods, TO.,$eauthor. =245 10$aCyclic Loading and Creep of Intracranial Aneurysm Clips /$cTO. Woods. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aIntracranial aneurysm clips are used to clamp closed a portion of a blood vessel in order to prevent the rupture of cerebrovascular aneurysms. After implantation, the clips are subjected to stress, produced by the clamped tissue, in a corrosive environment. Aneurysm clips can fail by fracture or by loosening and slippage, and a failure can result in death if the aneurysm ruptures. Previous research has shown that the force required to open an aneurysm clip may decrease with repeated openings. The influence of repeated loadings on the ultimate survivability of the clip is not known. Factors such as creep and stress relaxation, which may cause a clip to loosen or slip after implantation, have not been studied. Standard test methods do not address these performance characteristics. The objective of this research is to develop test methods to investigate the cyclic load-displacement and creep behavior of intracranial aneurysm clips in both air and a simulated physiologic environment. Results of testing aneurysm clips with three spring geometries are given. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aFatigue. =650 \0$aCorrosion. =650 \0$aCyclic loading. =650 \0$aMechanical testing. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aIntracranial aneurysm clips. =650 24$aCyclic loading. =650 24$aCreep. =650 24$aMechanical testing. =650 24$aFatigue. =650 24$aCorrosion. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12122J.htm =LDR 03031nab a2200553 i 4500 =001 JTE20140028 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140028$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140028$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a666.9$223 =100 1\$aSoares, A.,$eauthor. =245 10$aUse of Non-Standard Specimens to Study the Compressive Strength of Multi-Coat Renders /$cA. Soares, I. Flores-Colen, J. de Brito. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe compressive strength of coating mortars is considered a fundamental property in most standards and is one of the properties most frequently determined in the laboratory. There are as yet only a few studies on evaluating the compressive strength of coating mortar from specimens collected in situ. This paper analyzes the possibility of correlating non-standard specimens, prepared in laboratory with several coats, with cores extracted from prototypes of brick coated with mortar (traditional and premixed) through the pull-off technique. The results enable us to conclude that the use of those non-standard specimens (with different thickness and various layers) instead of standard ones (specimens with 40 x 160 x 160 mm3, with only one mortar) can be a closer-to-reality alternative to study the compressive strength of renders, particularly those that are applied in more than one coat as traditional renders are. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCores. =650 \0$aCoating mortars. =650 \0$aCompressive strength. =650 \0$aIn-service performance. =650 \0$aNon-standard specimens. =650 \0$aMortar$vTesting. =650 \0$aPortland cement$vAnalysis. =650 14$aCoating mortars. =650 24$aIn-service performance. =650 24$aCompressive strength. =650 24$aCores. =650 24$aNon-standard specimens. =700 1\$aFlores-Colen, I.,$eauthor. =700 1\$ade Brito, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140028.htm =LDR 03278nab a2200505 i 4500 =001 JTE20130256 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130256$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130256$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA715 =082 04$a624.152$223 =100 1\$aZabielska-Adamska, Katarzyna,$eauthor. =245 10$aDynamic CBR Test to Assess the Soil Compaction /$cKatarzyna Zabielska-Adamska, Maria J. Sulewska. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aEarth structures require appropriate soil compaction, commonly assessed using the Proctor methods. In the case of cohesive soil and fly ash, whose permeability and mechanical properties depend on moisture content at compaction, compaction degree (% of maximum compaction) should not be the only parameter of estimation of soil compaction. Therefore, for such materials the California Bearing Ratio (CBR) could be used as a method of compaction assessment and an indicator of soil bearing capacity. Another and much more efficient method for the compaction control is the dynamic CBR (CBRd). This methodology is conducted by using a loading system employing a light falling weight deflectometer (LFWD), consisting of a falling weight to produce a defined force pulse on the CBR piston. In this paper, the CBR research was done for both static (classic) and dynamic methods on fly ash specimens without soaking them to replicate field conditions. A force of 2.44 kPa was applied to all specimens subjected to penetrations. Due to the speed of research execution of the dynamic CBR test, it could be used for running compaction control during embankment erection. Test results obtained from the tests on fly ash revealed that dynamic CBR could be recommended in the cases of embedded fine-grained soil with moisture contents insignificantly greater or less than optimum water content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aCompaction. =650 \0$aCompaction assessment. =650 \0$aSoil compaction. =650 14$aCompaction. =650 24$aCBR. =650 24$aCBRd. =650 24$aFly ash. =650 24$aCompaction assessment. =700 1\$aSulewska, Maria J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130256.htm =LDR 03260nab a2200589 i 4500 =001 JTE20130233 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130233$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130233$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH313 =082 04$a579$223 =100 1\$aDurairaj, R.,$eauthor. =245 10$aEvaluation of the Morphological, Electrical, and Mechanical Properties of Silver Nanopastes /$cR. Durairaj, S. Namasivayam, Chen Zhen Xiong, Samjid H. Mannan, Roya Ashayer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis study investigated the sintering behavior of silver nanopastes at 150°C, 180°C, and 210°C. The synthesized silver nanoparticles were dispersed to form ink pastes with 70 wt. % and 80 wt. % silver. The morphology of the sintered silver nanopastes was studied via transmission electron microscopy (TEM), scanning electron microscopy, and x-ray diffraction analyses. Electrical characterization, thermal/humidity aging, and mechanical testing were also performed. Silver nanoparticles were prepared via a chemical reduction method. TEM images revealed particle sizes ranging from 10 nm to 20 nm. Results showed that electrical conductivity could be achieved at 150°C. When the sintered silver nanoparticles were subjected to 1000 h of 85°C/85 % relative humidity testing, a stable resistivity was achieved at a sintering temperature no lower than 210°C. These results showed that a stable network of sintered silver nanoparticles with good mechanical properties could be achieved at 210°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSintering. =650 \0$aMechanical. =650 \0$aMorphology. =650 \0$aSilver nanoparticle. =650 \0$aElectrical resistivity. =650 \0$aMicroorganisms$xMorphology. =650 \0$aMicropaleontology. =650 14$aSintering. =650 24$aSilver nanoparticle. =650 24$aMorphology. =650 24$aMechanical. =650 24$aElectrical resistivity. =650 24$aIsotropic conductive adhesive. =700 1\$aNamasivayam, S.,$eauthor. =700 1\$aZhen Xiong, Chen,$eauthor. =700 1\$aMannan, Samjid H.,$eauthor. =700 1\$aAshayer, Roya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130233.htm =LDR 03385nab a2200577 i 4500 =001 JTE20130091 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130091$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130091$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aAbhijit, D.,$eauthor. =245 10$aEvaluation of Measurement Methodologies Used for Establishing Water Retention Characteristic Curve of Fly Ash /$cD. Abhijit, S. Sreedeep. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aFly ash (FA) has potential applications in geotechnical and geoenvironmental projects, where its water retention characteristic curve (WRCC) is important. The main objective of this study was to establish the inherent range of measured suction of FAs using four different tools: tensiometer (TM), matric potential sensor, equitensiometer (EQT), and WP4 dew point potentiameter with a varying measurement range. Based on the measured results, the variability of WRCC equation parameters of four FAs collected from different thermal power plants were studied. Further, the sensitivity of a different range of measured suction on WRCC equation parameters of FA was investigated. The study indicated that the possible range of measurable suction for FA is 1 to 1000 kPa, which can be measured conveniently with an EQT. The parameters of FA were not influenced by high suction measurements (>1000 kPa) of WP4. The suction data (>1000 kPa) obtained using the WP4 can be appended with a low-suction-range instrument such as a TM for a better representation of the WRCC of FA. However, the study indicated that WRCC parameterization of FA is influenced more by the low range of suction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aSuction. =650 \0$aTensiometer. =650 \0$aEquitensiometer. =650 \0$aDew point potentiometer. =650 \0$aMatric potential sensor. =650 \0$aFly ash$xIndustrial applications. =650 \0$aFly ash$xEnvironmental aspects. =650 14$aSuction. =650 24$aWater retention characteristic curve (WRCC) =650 24$aFly ash. =650 24$aTensiometer. =650 24$aMatric potential sensor. =650 24$aEquitensiometer. =650 24$aDew point potentiometer. =700 1\$aSreedeep, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130091.htm =LDR 03760nab a2200505 i 4500 =001 JTE20140106 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140106$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140106$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aJi, Richard,$eauthor. =245 10$aField and Laboratory Determination of Subgrade Resilient Modulus and its Application in Pavement Design /$cRichard Ji, Tommy Nantung, Nayyarzia Siddiki, Tao Liao, Daehyeon Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper presents a comparison study of the experimental results from the falling weight deflectometer (FWD) test and laboratory resilient modulus test on granular subgrade materials and its application in flexible pavement design. Field and laboratory testing programs were conducted to develop a practical methodology for estimating resilient modulus (Mr) values of subgrade soils for use in the design of pavement structures. Soil characterization database was established for lab testing. A multiple regression model can be used to predict Mr value using several factors including soil properties, soil type and state of stresses for three popular American Association of State Highway and Transportation Officials (AASHTO) soil types (A-4, A-6, and A-7-6) in Indiana, and these prediction models developed were verified compared with laboratory Mr tests with high R2 value. In situ Mr seasonal variation based on abundant FWD test data in five field testing sites spread in Indiana was conducted in order to find the correlation between resilient modulus, temperature, and precipitation for the period from 2006 to 2012. The proposed method can accurately predict subgrade Mr of lab testing. However results from lab testing are significantly lower than recommended range by mechanistic-empirical pavement design guide (MEPDG) and backcalculation one using an adjust factor of 3. The design examples showed that the seasonal variation of temperature and precipitation as well as traffic can affect the design thickness by as much as 15 to 20 % in general. The findings of this study are expected to be helpful in the implementation of the pavement design in Indiana and elsewhere. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResilient modulus (Mr) =650 \0$aFlexible pavement design. =650 \0$aPavements, Asphalt concrete. =650 14$aFalling weight deflectometer. =650 24$aFlexible pavement design. =650 24$aResilient modulus (Mr) =700 1\$aNantung, Tommy,$eauthor. =700 1\$aSiddiki, Nayyarzia,$eauthor. =700 1\$aLiao, Tao,$eauthor. =700 1\$aKim, Daehyeon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140106.htm =LDR 02693nab a2200553 i 4500 =001 JTE20140081 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140081$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140081$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD62.15 =082 04$a658.5/62$223 =100 1\$aBalamurali, Saminathan,$eauthor. =245 10$aEconomic Design of SkSP-R Skip-Lot Sampling Plan /$cSaminathan Balamurali, Muhammad Aslam, Chi-Hyuck June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aSkip-lot sampling plans are widely used in industries in order to reduce sampling costs and inspection efforts when products have a good quality history. This type of skip-lot sampling plan is economically advantageous and useful to minimize the cost of the inspection particularly with costly and destructive testing. Recently, a new type of skip-lot sampling plan called SkSP-R was developed. In this paper, an economic design of the SkSP-R plan is proposed for both destructive and non-destructive testing by considering various cost items in order to optimize the plan. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCost models. =650 \0$aQuality control. =650 \0$aSkip-lot sampling. =650 \0$aDestructive testing. =650 \0$aNon-destructive testing. =650 \0$aTotal quality management. =650 \0$aService industries$vManagement. =650 14$aQuality control. =650 24$aSkip-lot sampling. =650 24$aCost models. =650 24$aDestructive testing. =650 24$aNon-destructive testing. =700 1\$aAslam, Muhammad,$eauthor. =700 1\$aJun, Chi-Hyuck,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140081.htm =LDR 03645nab a2200529 i 4500 =001 JTE20140014 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140014$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140014$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aIslam, Readul Mohammad,$eauthor. =245 10$aEffects of Curing Time, Temperature, and Vacuum Pressure on Asphalt Emulsion Residue Recovered by Vacuum Drying Method /$cReadul Mohammad Islam, Saeid Salehi Ashani, Nazimuddin M. Wasiuddin, William "Bill" King. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis study included five different recovery methods for six emulsions (CRS-2, CRS-2P, CRS-2L, SS-1, SS-1L, and SS-1H) and their corresponding unaged base binders. These five recovery methods consisted of different curing times, temperatures, and vacuum pressures. The goal of this study was to understand the effect of these variables on the rheological properties of the recovered asphalt emulsion residue during the recovery process. Rheological properties such as G*/sin ?, phase angle, and average percent strain recovery were determined to quantify stiffness, oxidative aging, and change in creep recovery due to polymer modification. One new recovery method using a vacuum drying oven was explored in this study. This method reduced the effects of oxidative aging and reduced the recovery time to 6 h. The results show that this newly proposed vacuum drying method ensured better drying of the sample and produced residue that was not unnecessarily aged and was similar to unaged base binder in stiffness, whereas with ASTM D7497 oxidative aging plays a significant role in residue stiffness by almost doubling the stiffness relative to unaged base binder. Also, this 6-h vacuum drying method allowed us to clearly identify the presence of polymer. Overall, this report explains the reasons for the differences between the stiffnesses of unaged base binder and emulsion residue, considering oxidative aging, remaining moisture, emulsifier, and polymer modification. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVacuum drying. =650 \0$aOxidative aging. =650 \0$aAsphalt emulsion. =650 \0$aResidue recovery methods. =650 \0$aPavements, Asphalt concrete. =650 14$aVacuum drying. =650 24$aAsphalt emulsion. =650 24$aOxidative aging. =650 24$aResidue recovery methods. =700 1\$aAshani, Saeid Salehi,$eauthor. =700 1\$aWasiuddin, Nazimuddin M.,$eauthor. =700 1\$aKing, William "Bill",$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140014.htm =LDR 03070nab a2200541 i 4500 =001 JTE20130280 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130280$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130280$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD62.15 =082 04$a658.5/62$223 =100 1\$aLin, S. J.,$eauthor. =245 10$aCapability Measure for VoIP Performance /$cS. J. Lin, D. L. Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aVoice-over Internet protocol (VoIP) has become more popular because of the widespread use of the Internet. The quality of VoIP phone calls is typically not as stable as that in the public switched telephone network. This is because of the packet-switching approach of IP networks. This situation is very common for a mobile device that connects a VoIP call through a wireless link. Therefore, properly managing the quality of service for VoIP calls is important. Some objective methods are developed to evaluate subjective qualities. They are based on the physical system. This study is based on statistical quality control and the process capability index to evaluate VoIP's performance, then demonstrates the entire system's service quality. The acceptable thresholds of two critical characteristics in voice-quality transformation, including packet loss and delay, are regarded as processing specifications. Our method measures the process capability of every phone call item to meet processing specifications where multiple phone call quality characteristics are involved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDelay. =650 \0$aPacket loss. =650 \0$aService quality. =650 \0$aMultiple characteristics. =650 \0$aTotal quality management. =650 \0$aService industries$vManagement. =650 14$aDelay. =650 24$aMultiple characteristics. =650 24$aPacket loss. =650 24$aProcess capability indices. =650 24$aService quality. =650 24$aVoIP. =700 1\$aYang, D. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130280.htm =LDR 03430nab a2200529 i 4500 =001 JTE20140073 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140073$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140073$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aYan, Zijian,$eauthor. =245 10$aEffect of Crack Front Curvature on Experimental Evaluation of J-Integral for Single-Edge Bend Specimens /$cZijian Yan, Wenxing Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper presents three-dimensional (3D) finite element analyses of plane-sided single-edge bend specimens to investigate the effect of the crack front curvature on the accuracy of the average J-integral (J) evaluated over the crack front using the plastic eta-factor-based approach specified in ASTM E1820-11. Specimens with average crack lengths of 0.3, 0.5, and 0.7 and thickness-to-width ratios of 1, 0.5, and 0.25 were analyzed. The analysis was based on the J2 deformation theory of plasticity and assumed stationary cracks with sharp crack tips. The curved crack front was characterized by a power-law expression proposed by Nikishikov et al. that was validated using crack front data collected in this study. The plastic eta factors specified in ASTM E1820-11 and proposed by Zhu et al. were employed. The analysis results indicate that the errors in the plastic eta-factor-based J were generally between -7 % (i.e., underestimation) and 6 % (i.e., overestimation) for the specimens that had curved crack fronts with crack front curvature equal to the maximum allowable value specified in ASTM E1820-11. Based on the analysis results, crack front straightness criteria that are in most cases less stringent than those specified in ASTM E1820-11 are recommended. The suggested criteria could potentially lead to reduced specimen rejection rates and cost savings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aCurved crack front. =650 \0$aFinite element analysis. =650 \0$aFracture toughness test. =650 \0$aFracture mechanics. =650 14$aCurved crack front. =650 24$aFracture toughness test. =650 24$aSingle-edge bend specimen. =650 24$aJ-integral. =650 24$aFinite element analysis. =650 24$aASTM E1820-11. =700 1\$aZhou, Wenxing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140073.htm =LDR 03429nab a2200517 i 4500 =001 JTE20140056 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140056$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140056$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aLi, Qiang,$eauthor. =245 10$aCharacterization of Strain Rate and Temperature-Dependent Shear Properties of Asphalt Mixtures /$cQiang Li, Xiang Ma, Fujian Ni, Guofen Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aShear properties (cohesion and angle of internal friction) are the main material parameters for the rutting evaluation of asphalt mixtures. The strain rate and temperature dependency of shear properties was characterized for three mixtures based on the time-temperature superposition principle (TTSP). The unconfined compression and indirect tension dynamic modulus tests were performed to measure the linear viscoelastic properties of asphalt mixtures by a modified procedure. The uniaxial compression strength test and indirect tension strength test were conducted at three temperatures and four strain rates to calculate shear properties of asphalt mixtures based on the Mohr-Coulomb failure theory. The strength and shear property master curves were developed using the shift factor obtained from the dynamic modulus tests. The analysis results show that TTSP is still valid for asphalt concrete in the damage state regardless of failure modes. The effect of confining pressure on shift factors can be evaluated by the Fillers-Moonan-Tschoegl (FMT) model. The mixture strength and shear properties exhibit a significant temperature and time dependency. The modified cross model can be used to describe the strength and cohesion master curves after slight improvement. Shear property master curves show preliminary promise for use in optimizing material design and improving the accuracy of rutting prediction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaster curve. =650 \0$aAsphalt mixture. =650 \0$aShear properties. =650 \0$aPavements, Asphalt concrete. =650 14$aAsphalt mixture. =650 24$aShear properties. =650 24$aTime-temperature superposition. =650 24$aMaster curve. =700 1\$aMa, Xiang,$eauthor. =700 1\$aNi, Fujian,$eauthor. =700 1\$aLi, Guofen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140056.htm =LDR 02875nab a2200541 i 4500 =001 JTE20130270 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130270$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130270$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH447 =082 04$a572.8/6$223 =100 1\$aChen, Jia-Yu,$eauthor. =245 10$aMaximum Entropy Analysis to the N Policy M/G/1 Queue with Working Breakdowns /$cJia-Yu Chen, Kuo-Hsiung Wang, Shin-Pyng Sheu, Wen-Kuang Chou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper deals with the N policy M/G/1 queue with working breakdowns. In this queueing system, the steady-state probabilities cannot be derived explicitly. Thus, we employ a maximum entropy approach with several constraints to develop the approximate formulae for the steady-state probability distributions of queue length and the expected waiting time in the queue. We perform a comparative analysis between the approximate results with established exact results for different service time distributions, such as exponential, two-stage Erlang, two-stage hyper-exponential, and deterministic. Numerical results demonstrate that the maximum entropy approach is quite accurate for practical purposes and is useful for complex queueing-systems solving. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaximum entropy. =650 \0$aLagrange's method. =650 \0$aWorking breakdown. =650 \0$aComparative analysis. =650 \0$aSequence Analysis$vmethods. =650 14$aComparative analysis. =650 24$aLagrange's method. =650 24$aMaximum entropy. =650 24$aWorking breakdown. =650 24$aSupplementary variable technique. =700 1\$aWang, Kuo-Hsiung,$eauthor. =700 1\$aSheu, Shin-Pyng,$eauthor. =700 1\$aChou, Wen-Kuang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130270.htm =LDR 03982nab a2200553 i 4500 =001 JTE20130316 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130316$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130316$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aFraga, F.,$eauthor. =245 10$aStudies of Absorption in Sanitary Protective Gloves /$cF. Fraga, E. Rodríguez-Núñez, S. Díaz de Freijo, J. M. Martínez-Ageitos, F. Suárez-Pereiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn this article, we calculated the mass saturation and the diffusion coefficient of the polymeric systems used in protective gloves for distilled water and artificial sweat. It can be seen that the absorption is greater when the gloves are immersed in distilled water, particularly for nitrile and neoprene gloves. This happens because the crystals formed with artificial sweat are positioned on the surface of the glove's pores to partly prevent liquid absorption. A differential scanning calorimeter was used to determine the glass transition temperature for amorphous polymer, nitrile gloves, vinyl gloves, exploration latex gloves and surgical latex gloves, and the melting temperature for semi-crystalline neoprene gloves. The plasticizing results obtained for immersion of distilled water were similar to those of immersion in artificial sweat. UV-visible spectrometry can be applied to an indirect technique to test the glove's permeability. The results show that in the case of the nitrile, vinyl, exploration latex, and surgical latex, a migration of the indicator through the glove takes place. In contrast, no migration happens in the case of the neoprene. In nitrile gloves and vinyl gloves, a greater migration is observed. This could indicate a greater permeability of this type of glove. In the case of surgical latex and exploration latex, a migration with a relatively small value is observed. Using a scanning electron microscope (SEM), we observed the structural modifications that polymers undergo during their exposure to artificial sweat. The surgical latex immersed in artificial sweat shows the size increase in the pores, while the corresponding nitrile gloves do not vary. This fact could be related to the results obtained in the study of absorption that showed that surgical latex gloves had greater plasticizing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGloves. =650 \0$aAbsorption. =650 \0$aPermeability. =650 \0$aMaterial testing. =650 \0$aPlastics$vPermeability. =650 \0$aElastomers$vPermeability. =650 14$aMaterial testing. =650 24$aGloves. =650 24$aAbsorption. =650 24$aPermeability. =700 1\$aRodríguez-Núñez, E.,$eauthor. =700 1\$aDíaz de Freijo, S.,$eauthor. =700 1\$aMartínez-Ageitos, J. M.,$eauthor. =700 1\$aSuárez-Pereiro, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130316.htm =LDR 03808nab a2200697 i 4500 =001 JTE20140026 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140026$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140026$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD382.H4 =082 04$a620.1/9204296/0287$223 =100 1\$aDo, Tu. A.,$eauthor. =245 10$aEffects of Thermal Conductivity of Soil on Temperature Development and Cracking in Mass Concrete Footings /$cTu. A. Do, Adrian M. Lawrence, Mang Tia, Michael J. Bergin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis paper presents the findings of an investigation on thermal behavior of mass concrete footings placed directly on soil using finite element analysis. A three-dimensional finite element model was developed to predict temperatures in a mass concrete footing-soil system and to assess cracking potential of the concrete at early age. Two bridge pier footings constructed in Florida were monitored for temperature development, and the measured temperatures were compared with the computed temperatures from the finite element model. The results show that the temperatures predicted by the model closely agree with those measured in the field. Several soils with varying thermal resistances were modeled in this study in order to find out which soils can be used as an insulator for mass concrete footings so that an insulation layer would not be needed at the bottom of the footings. The results suggest that dry sand and dry clay provide good insulation at the bottom of mass concrete footings, and soil with an R-value of 0.072 per m or greater (or thermal conductivity of 0.35 W/m-K or lower) would provide adequate insulation at the bottom of concrete footings to prevent early-age cracking in the concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-value. =650 \0$aInsulation. =650 \0$aMass concrete. =650 \0$aSoil foundation. =650 \0$aConcrete footing. =650 \0$aEarly-age cracking. =650 \0$aIsothermal calorimetry. =650 \0$aTemperature monitoring. =650 \0$aTemperature differential. =650 \0$aDifferential scanning calorimetry. =650 \0$aCalorimetry. =650 14$aMass concrete. =650 24$a3D finite-element model. =650 24$aIsothermal calorimetry. =650 24$aConcrete footing. =650 24$aSoil foundation. =650 24$aR-value. =650 24$aTemperature differential. =650 24$aTemperature monitoring. =650 24$aInsulation. =650 24$aEarly-age cracking. =650 24$aAdiabatic temperature rise. =650 24$aTNO DIANA. =700 1\$aLawrence, Adrian M.,$eauthor. =700 1\$aTia, Mang,$eauthor. =700 1\$aBergin, Michael J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140026.htm =LDR 03487nab a2200577 i 4500 =001 JTE20130268 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130268$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130268$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ211.35 =082 04$a629.892$223 =100 1\$aZhu, Jian-Min,$eauthor. =245 10$aMeasurement of and Reverse Compensation for Spatial Position Error of Industrial Robots /$cJian-Min Zhu, Bei-Chuan Qi, Fu-Cai Li, Zheng-Qiang Shen, Xiao-Ru Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aA measurement system was designed to meet high positioning accuracy requirements for trajectory-determined industrial robots in its partial workspace. Positioning error was calculated and its varying laws were analyzed by tracking the spatial position of the tool center point (TCP) of the industrial robot using a laser tracker and then transforming the relevant coordinate system. A neural network model of the difference between the commanded TCP position and the positioning error of the industrial robot was built. A reverse compensation model of the positioning error of the industrial robot was constructed based on the reverse compensation principle of positioning error, after which the commanded TCP position coordinates were revised accordingly. The experimental results show that the proposed method is feasible and effective, the average positioning error of the robot decreased to 0.028 from 3.232 mm, the standard deviation decreased to 0.100 from 2.987, and the positioning accuracy increased by more than two orders of magnitude. The proposed method is suitable for situations that involve determined trajectory, high positioning accuracy, and sealed robot control systems, and is easily incorporated into engineering applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLaser tracker. =650 \0$aNeural network. =650 \0$aPositioning error. =650 \0$aIndustrial robot TCP. =650 \0$aReverse compensation. =650 \0$aRobots, Industrial$vDesign and construction. =650 \0$aEngineering. =650 14$aIndustrial robot TCP. =650 24$aPositioning error. =650 24$aReverse compensation. =650 24$aNeural network. =650 24$aLaser tracker. =700 1\$aQi, Bei-Chuan,$eauthor. =700 1\$aLi, Fu-Cai,$eauthor. =700 1\$aShen, Zheng-Qiang,$eauthor. =700 1\$aLi, Xiao-Ru,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130268.htm =LDR 02660nab a2200517 i 4500 =001 JTE20140133 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140133$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140133$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aLiu, C. X.,$eauthor. =245 10$aMechanics Performance of a Novel Magneto-Rheological Fluid Damper. /$cC. X. Liu, H. X. Liu, X. L. Gao, H. Yu, G. W. Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe magneto-rheological (MR) fluid damper is a type of controllable fluid damper that has been employed to control the vibrations in building structures, vehicle suspensions, etc. In this paper we present an analysis of three types of working modes for MR fluid dampers, flow mode, shear mode, and extrusion mode. Further, a calculation model of the damping force in the shear flow mode is established. The design of a novel MR fluid damper, including the sealing structures, is presented, and a set of test systems was built to investigate the mechanical performance. The results provide a theoretical and experimental basis for the application of an MR fluid damper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMR fluid damper. =650 \0$aCalculation model. =650 \0$aShear performance. =650 \0$aMetals$vMechanical properties. =650 14$aMR fluid damper. =650 24$aCalculation model. =650 24$aShear performance. =700 1\$aLiu, H. X.,$eauthor. =700 1\$aGao, X. L.,$eauthor. =700 1\$aYu, H.,$eauthor. =700 1\$aLin, G. W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140133.htm =LDR 03130nab a2200493 i 4500 =001 JTE20140051 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140051$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140051$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.S63 =082 04$a006.3$223 =100 1\$aSabatino, Daniel R.,$eauthor. =245 14$aThe Control of Sand Curtains Used in Abrasion Testing /$cDaniel R. Sabatino. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAbrasion testing that follows the ASTM G65-04(2010) test method involves the delivery of a test sand to an abrasion wheel that removes material from a test specimen. The sand flow is controlled by a supply valve and delivered to a nozzle in order to form a uniform "curtain." It has been found that as the nozzle exit area is increased, the sand flow becomes widely dispersed and unstable. An experimental study was performed to determine the cause of this effect and to identify a means to mitigate it. By visualizing the inlet and outlet flow of different nozzles it was found that the dispersed flow occurs when the feed tube does not completely fill with sand. This sparsely packed flow in the nozzle is able to exit with a wide range of exit angles and yields the dispersed flow pattern as well as a higher flow rate. It was found that when the flow is controlled at the nozzle outlet, allowing the system to completely fill with sand before the flow is initiated, a desirable narrow sand curtain forms because the particles are more closely packed and thus their motion is more constrained. The narrow curtain is associated with lower flow rates than the dispersed pattern for the same geometry and once established will remain stable until the flow is terminated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSand curtain. =650 \0$aGranular flow. =650 \0$aAbrasion testing. =650 \0$aGranular computing$vCongresses. =650 \0$aSoft computing. =650 14$aAbrasion testing. =650 24$aASTM G65. =650 24$aSand curtain. =650 24$aGranular flow. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140051.htm =LDR 03364nab a2200541 i 4500 =001 JTE20130277 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130277$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130277$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.D48 =082 04$a681/.2$223 =100 1\$aMisman, M. A.,$eauthor. =245 10$aValidation of an Electronic Sensor Network (ESN) Control Chamber for Monitoring the Soil Decomposition Process of Sago Starch-filled Natural Rubber Latex Films /$cM. A. Misman, A. R. Azura, Othman Sidek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aBiodegradable sago starch-filled natural rubber latex films were subjected to soil decomposition. Decomposition indicators such as temperature, soil pH and humidity, and volume of carbon dioxide and oxygen were monitored via an electronic sensor network (ESN) control chamber. During the assessment, the environmental temperature was kept constant and a small increase in soil humidity was detected. The ESN control chamber detected the increment of soil pH and carbon dioxide level and a decrease in oxygen content during the biodegradation process. The changes in these parameters confirmed the progress of the biodegradation process. The mass loss retention for films was compared with data obtained from the ESN control chamber to get the coefficient of correlation (r) value, which describes the relationships between the two datasets. Scanning electron microscopy images confirmed the formation and growth of microorganism colonies, and Fourier transform infrared analysis indicated the breakage of double-bonded carbon in sago starch-filled natural rubber latex films and carbonyl group intensification, signifying the formation of aldehyde and ketone groups after the fourth week of soil decomposition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSago starch. =650 \0$aElectronic sensor. =650 \0$aSoil decomposition. =650 \0$aNatural rubber latex. =650 \0$aSensor networks. =650 \0$aWireless LANs. =650 14$aSoil decomposition. =650 24$aNatural rubber latex. =650 24$aSago starch. =650 24$aElectronic sensor. =650 24$aCoefficient of correlation (r) =700 1\$aAzura, A. R.,$eauthor. =700 1\$aSidek, Othman,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130277.htm =LDR 03269nab a2200553 i 4500 =001 JTE20130219 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130219$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130219$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2391 =082 04$a658.078$223 =100 1\$aHsu, Ya-Chen,$eauthor. =245 10$aTool Replacement for Photovoltaic Industry Processes With Multiple Characteristics Based on Capability Index /$cYa-Chen Hsu, Amber Jane, W. L. Pearn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn the photovoltaic industry, measuring efficiency is an important process for manufacturing silicon wafers. The cutting tool gradually wears during the measuring efficiency process. Consequently, the fraction of defectives would gradually become significant. When the fraction defective reaches a certain level, the tool must be replaced. Therefore, it is essential to find out the optimal time to replace the cutting tool for minimizing the fraction defective and reducing the manufacturing cost. In this research, we consider the replacement problem in the photovoltaic industry to obtain the optimal replacement time for the measuring efficiency process. The measuring efficiency process involves multiple product quality characteristics, including the Isc, Voc, and Rsh. In order to maintain the high wafer process quality and to minimize the production cost, we first develop a method for measuring the manufacturing capability of measuring efficiency process. Then, a tool replacement policy is proposed to assess the true capability at each time period of measuring efficiency process and to find out the optimal time for tool replacement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTool wear. =650 \0$aSolar cell. =650 \0$aTool replacement. =650 \0$aMeasuring efficiency. =650 \0$aProcess capability index. =650 \0$aMeasuring instruments. =650 \0$aIndustrial efficiency. =650 14$aProcess capability index. =650 24$aSolar cell. =650 24$aTool replacement. =650 24$aTool wear. =650 24$aMeasuring efficiency. =700 1\$aJane, Amber,$eauthor. =700 1\$aPearn, W. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130219.htm =LDR 03161nab a2200613 i 4500 =001 JTE20130276 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130276$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130276$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/27$223 =100 1\$aWang, Ke.,$eauthor. =245 10$aInvestigation of Continuously Welded Rail of Ballastless Longitudinal Stress Distribution of Rail Break /$cKe. Wang, Chong Liu, Dazhi Wang, Junsheng Liang, Tongqun Ren, Lihua Zhang, Liang Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aA three-dimensional ballastless track model was established using a finite element method to simulate the rail condition before and after rail break. The distribution of the rail longitudinal stress was analyzed under certain thermal stress. In addition, experiments were also conducted in order to validate the simulation results using rail longitudinal stress test equipment. It was found that the simulation results agreed reasonably well with the experimental results. The tests show that the simulation results could correctly predict the longitudinal stress distribution in the rail. Finally, rail longitudinal stress distributions under different thermal stress were calculated using this model; this is helpful for future application to determine when and where there may be a rail break. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRail break. =650 \0$aThermal stress. =650 \0$aBallastless track. =650 \0$aLongitudinal stress. =650 \0$aFinite element method. =650 \0$aNon-Destructive Testing. =650 \0$aNondestructive testing. =650 14$aBallastless track. =650 24$aLongitudinal stress. =650 24$aThermal stress. =650 24$aFinite element method. =650 24$aRail break. =650 24$aNon-Destructive Testing. =700 1\$aLiu, Chong,$eauthor. =700 1\$aWang, Dazhi,$eauthor. =700 1\$aLiang, Junsheng,$eauthor. =700 1\$aRen, Tongqun,$eauthor. =700 1\$aZhang, Lihua,$eauthor. =700 1\$aLi, Liang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130276.htm =LDR 03957nab a2200565 i 4500 =001 JTE20130144 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130144$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130144$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8$223 =100 1\$aKim, Yongjoo,$eauthor. =245 10$aComprehensive Evaluation of Warm SMA Using Wax-Based WMA Additive in Korea /$cYongjoo Kim, Jaekyu Lim, Moonsup Lee, Sooahn Kwon, Sungdo Hwang, Jaejun Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aConventional stone mastic asphalt (SMA) is being increasingly used in highways and expressways because it provides high rutting resistance, good skid resistance, and noise reduction for heavily trafficked roads. However, the conventional SMA mixture requires high mixing and compacting temperatures to create a suitable coating between the polymer-modified asphalt and large size of aggregate. Warm-mix asphalt (WMA) technology is being extended to provide significant economic benefits when applied to heat sensitive mixture, such as polymer-modified mixture, to reduce mixing and compacting temperatures. In this study, the performance characteristics of SMA-WMA mixture using new polyethylene wax-based WMA additive were evaluated against the conventional SMA mixture without additive, in terms of the moisture susceptibility, viscoelastic properties, rutting resistance at high temperature, fatigue resistance, and crack resistance at low temperature. The mix design was carried out in the laboratory for the conventional SMA mixture, and a similar composition was adopted for the SMA-WMA mixture (with the incorporation of 1.5 % WMA additive in the asphalt binder weight), in order to evaluate the influence of the performance characteristics of the resulting SMA mixture. Drain-Down and Cantabro test results of SMA-WMA mixture meet the requirement of the relevant criteria. Compared to the conventional SMA, the mixtures containing WMA additive show superior performance in moisture susceptibility, rutting resistance at high temperature, fatigue resistance at intermediate temperature, and crack resistance at low temperature. Therefore, this implies that the WMA additive is effective in reducing the production temperature, without compromising the performance of the SMA-WMA mixture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue resistance. =650 \0$aRutting resistance. =650 \0$aMoisture susceptibility. =650 \0$aRutting. =650 \0$aSkid resistance. =650 \0$aProfilographs. =650 14$aWMA-SMA. =650 24$aMoisture susceptibility. =650 24$aRutting resistance. =650 24$aFatigue resistance. =700 1\$aLim, Jaekyu,$eauthor. =700 1\$aLee, Moonsup,$eauthor. =700 1\$aKwon, Sooahn,$eauthor. =700 1\$aHwang, Sungdo,$eauthor. =700 1\$aLee, Jaejun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130144.htm =LDR 05357nab a2200517 i 4500 =001 JTE20130205 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130205$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130205$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aZou, Guilian,$eauthor. =245 10$aEvaluation of Rheological Properties and Field Applications of Buton Rock Asphalt /$cGuilian Zou, Chung Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aButon rock asphalt (BRA) is a type of natural asphalt found in Buton Island, located at southeast of Sulawesi Island of Indonesia. Because of different situations during its sedimentation process, the content of bitumen in the rock varies. The BRA used in this study contained about 20 % of bitumen by weight, with loose, black fine particles. A laboratory testing program was carried out in this study to evaluate the effects of the BRA on both the asphalt binder and asphalt concrete mixture. In the first part, a commonly used asphalt binder in China for pavement construction was used as the control binder sample. Specimens containing 0, 25, 50, 75, and 100 % of BRA, by weight of the Pen60/80 binder, in addition to the base Pen60/80 binder, were subjected to penetration test, ring and ball softening test, and the dynamic shear rheometer (DSR) test to assess their rheological properties. All tests were performed on original asphalt binders as well as short-term aged asphalt binders after the rolling thin film oven test (RTFOT). Test results showed that, with increasing BRA content, the binder's penetration decreased, softening point increased, dynamic viscosity at 60°C increased, and complex modulus increased. The incorporation of BRA in the binder also changed the viscoelastic property of the asphalt binder. For all binders, with increasing testing temperature, the elastic portion of the binder stiffness decreased; however, the rates of decrease were different for different combinations of binders. Within the temperature range of the testing, the BRA modified asphalt binder retained a more elastic portion than the unmodified binder did. The trend was more significant at higher temperatures. From testing on samples subjected to RTFOT, BRA can improve the binder's ability in resisting aging. Furthermore, BRA was more effective in affecting the rheological properties when its content was more than 50 % of the weight of the Pen60/80 asphalt binder. It is therefore recommended that, during a paving operation, the BRA optimal content should be about 2.0 to 2.5 % of the total weight of the asphalt concrete mixture or more. In the second part of the testing, asphalt concrete mixture samples were prepared with the Pen60/80 asphalt binder and with binders containing 50 and 100 % of BRA by weight of the Pen60/80 binder (BRA: Pen60/80 = 0.5:1 and BRA: Pen60/80 = 1:1, respectively). For comparison purpose, styrene-butadiene-styrene (SBS) modified asphalt concrete mixture samples were also prepared and were subjected to the same tests. Results from the rutting tests indicated that the BRA modified asphalt concrete mixtures had better rutting performance as compared to the control asphalt concrete mixture sample. The immersion Marshall test and the freeze-thaw splitting tensile test were performed on the samples to evaluate the influences of the BRA and SBS on water stability of the various asphalt concrete mixtures. Results showed that the BRA modified asphalt concrete mixture had similar water stability as the SBS modified asphalt concrete samples and both were better than unmodified asphalt concrete mixture. The fatigue life of the BRA modified asphalt concrete mixture was longer than that of the unmodified and the SBS modified asphalt concrete mixture samples, as determined by the semi-circular bending test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRock asphalt. =650 \0$aComplex modulus. =650 \0$aViscoelastic property. =650 \0$aRheological properties. =650 \0$aPavements, Asphalt concrete. =650 14$aRock asphalt. =650 24$aRheological properties. =650 24$aDynamic shear rheometer (DSR) =650 24$aComplex modulus. =650 24$aViscoelastic property. =700 1\$aWu, Chung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130205.htm =LDR 03651nab a2200529 i 4500 =001 JTE20130285 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130285$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130285$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aGupta, Rishi,$eauthor. =245 10$aInnovative Test Technique to Evaluate "Self-Sealing" of Concrete /$cRishi Gupta, Alireza Biparva. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aConcrete is prone to cracking when subjected to tensile forces because of its low tensile strength. The cracking potential is an even bigger concern when concrete is relatively young and is in the plastic stage. Cracks induced early can grow with time because of drying shrinkage and with application of service loads. Concrete, which is otherwise impermeable, allows for free passage of moisture and other deleterious chemicals when it is cracked, leading to reduced durability of the material and, in many cases, reduced service life of the structure. The severity of some of these issues can be alleviated because of an inherent property of concrete known as "self-sealing." As the name suggests, "self-sealing" allows for the cracks (of limited width) to be sealed on their own over a period of time. However, currently there is no standard test technique to quantify this property of concrete and other cement-based materials, such as mortar. An innovative and straightforward technique was developed by the authors and is presented in this paper. In this technique, a standard crack is induced in concrete cylinders using a standard crack-inducing jig (SCIJ). The specimens are then inserted in special rubber sleeves and this assembly is then subjected to a constant water head. The reduction in flow through the cracked specimen is measured at a given time to compare the performance of different specimens. This technique can also be used to compare the performance of concrete mixes modified using various admixtures. This paper describes this innovative test technique and includes sample test results to explain the analysis process proposed by the authors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDurability. =650 \0$aPermeability. =650 \0$aSelf-sealing. =650 \0$aTest technique. =650 \0$aPlastics$vPermeability. =650 \0$aElastomers$vPermeability. =650 14$aSelf-sealing. =650 24$aCracked concrete. =650 24$aPermeability. =650 24$aDurability. =650 24$aTest technique. =700 1\$aBiparva, Alireza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130285.htm =LDR 02562nab a2200553 i 4500 =001 JTE20130076 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130076$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130076$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR853.C76 =082 04$a615.5/07/2$223 =100 1\$aSenthilkumar, D.,$eauthor. =245 10$aSelection of Tightened-Normal-Tightened Variable Sampling Scheme Indexed by Crossover Point /$cD. Senthilkumar, B. Esha Raffie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe tightened-normal-tightened (TNT) attribute sampling scheme was devised by Calvin. This paper introduces a design methodology for TNT variable sampling schemes indexed by an entry parameter called the crossover point. A method of designing the plan based on given values of the crossover point pc and the relative slope hc is provided. A table provides plans for a given set of entry parameters, namely, pc and hc. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRelative slope. =650 \0$aCrossover point. =650 \0$aSwitching rules. =650 \0$aVariable sampling scheme. =650 \0$aCrossover trials. =650 \0$aCross-Over Studies. =650 \0$aClinical Trials$xmethods. =650 14$aVariable sampling scheme. =650 24$aTightened-normal-tightened. =650 24$aSwitching rules. =650 24$aOperating characteristic function. =650 24$aCrossover point. =650 24$aRelative slope. =700 1\$aEsha Raffie, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130076.htm =LDR 03247nab a2200577 i 4500 =001 JTE20130266 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130266$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130266$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE43 =082 04$a550.1/515357$223 =100 1\$aAndersson, Daniel C.,$eauthor. =245 10$aInverse Modeling Applied for Material Characterization of Powder Materials /$cDaniel C. Andersson, Per Lindskog, Per-Lennart Larsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aAn investigation is performed concerning the applicability of inverse procedures, using optimization and simple experiments, for characterization of WC/Co powder materials. The numerical procedure is combined with uniaxial die-compaction experiments using an instrumented die, which allows direct measurement of the distribution of radial stress during the experiments. Finite-element (FE) methods and an advanced constitutive description of powder materials are relied upon to model the compaction experiment. Optimization using a surrogate model is used to determine some of the parameters in the constitutive description. These parameters in the material model are said to be found (with some accuracy) if the output from the FE simulation is similar to the experimental data. It is found that even though a complete constitutive description of the powder materials investigated cannot be achieved using this approach, many important material parameters can be determined with good accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOptimization. =650 \0$aInverse modeling. =650 \0$aPowder compaction. =650 \0$aParameter sensitivity. =650 \0$aConstitutive description. =650 \0$aMaterial characterization. =650 \0$aInverse problems (Differential equations) =650 \0$aGeological modeling. =650 14$aPowder compaction. =650 24$aConstitutive description. =650 24$aInverse modeling. =650 24$aOptimization. =650 24$aParameter sensitivity. =650 24$aMaterial characterization. =700 1\$aLindskog, Per,$eauthor. =700 1\$aLarsson, Per-Lennart,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130266.htm =LDR 03273nab a2200493 i 4500 =001 JTE20140119 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140119$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140119$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC787.P3 =082 04$a539.7/3$223 =100 1\$aAykac, Sabahattin,$eauthor. =245 10$aNew Experimental Setup for Seismic Testing of Exterior RC Beam-Column Joints /$cSabahattin Aykac, Ilker Kalkan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aExterior beam-column joints are commonly tested to investigate the influence of different strengthening and repair techniques on the seismic performances of RC structures. All of the internal forces developing at the ends of the beams and columns need to be applied to the test specimens and these forces need to be proportioned similar to the proportions of the forces in a structure to simulate the conditions of an actual structure during an earthquake. This paper presents a new experimental setup developed to realistically represent the seismic response and behavior of an exterior RC beam-column joint under earthquake excitations. This setup offers a quite economical alternative to the available loading and testing assemblies, made up of several costly loading devices and support fixtures to approximate the conditions of a joint in an earthquake. The present setup was established by using widely-available and inexpensive components to make seismic testing of joints more feasible considering the financial and space limitations of the researchers, particularly in developing countries. The setup also takes into account the influence of the presence of the slab and transverse beams framing into the planar beam-column connection. Three-dimensional exterior RC beam-column connections were successfully tested using this setup. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSeismic testing. =650 \0$aReinforced concrete. =650 \0$aEarthquake excitation. =650 \0$aBeam dynamics. =650 14$aExterior beam-column joint. =650 24$aSeismic testing. =650 24$aReinforced concrete. =650 24$aEarthquake excitation. =700 1\$aKalkan, Ilker,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140119.htm =LDR 02258nab a2200493 i 4500 =001 JTE11010J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11010J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11010J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a620.1/36$223 =100 1\$aCrockford, WW.,$eauthor. =245 12$aA Model for Predicting Fracture Toughness of a Cementitious Particulate Composite Molded under Impact Pressure /$cWW. Crockford, DN. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe form of a model relating two influential compositional factors of a material to fracture toughness is identified. A similar, simpler form is proposed for regression analyses. Demonstration of the utility of the model is accomplished using experimental results from testing of a portland cement stabilized fine grained soil. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aRegression model. =650 \0$aParticulate composite. =650 \0$aCement composites$xFracture. =650 \0$aFracture mechanics. =650 14$aFracture. =650 24$aParticulate composite. =650 24$aRegression model. =700 1\$aLittle, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11010J.htm =LDR 02950nab a2200577 i 4500 =001 JTE11012J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11012J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11012J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aHenry, EB.,$eauthor. =245 12$aA Survey of Grade Verification Methods for Steel Plants /$cEB. Henry, JA. Patsey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA perennial problem in steel producing and fabricating plants is the maintenance of the identities of each of the many varieties of steel produced daily. There are more claims entered because of wrong-grade or mixed-steel shipments than for any other reason. Usually, these claims are not the result of mixes between similar grades but between grades that differ significantly in chemical composition and/or physical properties. This paper reviews the conventional practices employed in steel plants to avoid mixes, describes the equipment and techniques used to verify steel grade, and outlines a typical grade-tracking system. It discusses state-of-the-art technology in grade verification and postulates a system for automatically tracking steel grade through a steel producing plant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpark testing. =650 \0$aChemical spot checks. =650 \0$aThermoelectric sorting. =650 \0$aSteel grade verification. =650 \0$aNondestructive evaluation. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aSteel grade verification. =650 24$aNondestructive evaluation. =650 24$aSpectrometry/spectrography. =650 24$aElectromagnetic comparator. =650 24$aChemical spot checks. =650 24$aThermoelectric sorting. =650 24$aSpark testing. =700 1\$aPatsey, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11012J.htm =LDR 02737nab a2200589 i 4500 =001 JTE11014J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11014J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11014J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aSpencer, JL.,$eauthor. =245 10$aTheory, Characteristics, and Operating Parameters of Portable Optical Emission Spectrometers for the On-Site Sorting and Identification of Steels /$cJL. Spencer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPortable optical emission spectrometers are evolving as important tools for the on-site sorting and identification of metals. Their analytical precision and accuracy, while not quite as good as laboratory systems, are more than adequate for sorting mixes and most grade verification requirements. The intentions of this paper are to provide a brief review of the technology and history of emission spectrometers, and then to describe parameters, operation, capabilities and limitations of the device for plain carbon, low alloy, and stainless steels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSorting. =650 \0$aVerification. =650 \0$aSteel spectra. =650 \0$aOptical emission. =650 \0$aChemical analysis. =650 \0$aScrap segregation. =650 \0$aExcitation discharge. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aOptical emission. =650 24$aChemical analysis. =650 24$aVerification. =650 24$aSorting. =650 24$aScrap segregation. =650 24$aExcitation discharge. =650 24$aSteel spectra. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11014J.htm =LDR 03590nab a2200949 i 4500 =001 JTE11013J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11013J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11013J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aStuart, CM.,$eauthor. =245 10$aThermoelectric Differences Used for Metal Sorting /$cCM. Stuart. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThermoelectric or Seebeck effect devices are beginning to see wide-spread use in metal and alloy sorting and verification processes, prompting the recent approval of ASTM Practice for Thermo-electric Sorting of Electrically Conductive Materials (E 977). This paper briefly explores the history of its use and discusses the theory of the method, while focusing deeper attention on practical applications of the devices and areas of its limitations. Testing requirements, specific material separations and examples, variables, advantages, disadvantages, and traceability are highlighted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAlloy. =650 \0$aMonel. =650 \0$aProbe. =650 \0$aSorting. =650 \0$aJunction. =650 \0$aElectrode. =650 \0$aResistivity. =650 \0$aTemperature. =650 \0$aConductivity. =650 \0$aTher mopower. =650 \0$aThermocouple. =650 \0$aPeltier effect. =650 \0$aSeebeck Effect. =650 \0$aThermoelectric. =650 \0$aCrystal lattice. =650 \0$aNon-destructive. =650 \0$aThompson effect. =650 \0$aElectronic circuit. =650 \0$aSurface properties. =650 \0$aElectromotive force. =650 \0$aPhysical properties. =650 \0$aQualitative analysis. =650 \0$aCrystalline structure. =650 \0$aMetals$xMechanical properties. =650 14$aAlloy. =650 24$aConductivity. =650 24$aCrystalline structure. =650 24$aCrystal lattice. =650 24$aElectrode. =650 24$aElectromotive force. =650 24$aElectronic circuit. =650 24$aJunction. =650 24$aMonel. =650 24$aNon-destructive. =650 24$aPeltier effect. =650 24$aPhysical properties. =650 24$aProbe. =650 24$aQualitative analysis. =650 24$aResistivity. =650 24$aSeebeck Effect. =650 24$aSorting. =650 24$aSurface properties. =650 24$aTemperature. =650 24$aThermocouple. =650 24$aThermoelectric. =650 24$aTher mopower. =650 24$aThompson effect. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11013J.htm =LDR 02996nab a2200529 i 4500 =001 JTE11007J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11007J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11007J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH9157 =082 04$a628.925$223 =100 1\$aTimusk, J.,$eauthor. =245 12$aA Proposed Test Procedure for the Evaluation of Air Barrier Systems /$cJ. Timusk, AL. Seskus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA method for evaluating the performance of air barrier systems for building enclosures is described. It is proposed that two identical enclosure elements be placed back-to-back and, for airtightness purposes, be joined to each other by the same techniques which join the element to the structure itself. This way, by taking advantage of symmetry, virtually all joints not found in actual applications can be eliminated, barring easy-to-seal joints associated with air supply or exhaust and pressure tap lines. Three applications of the approach with associated test results are presented. It is suggested that the proposed test procedure has the following advantages over single-specimen tests in conjunction with a test chamber: specimen size and shape are not restricted, samples can be saved for future testing after suitable aging procedures, specimens can be tested outdoors or in a controlled environment chamber, and virtually all extraneous joints can be eliminated. A disadvantage is that two specimens may have to be prepared. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAirtightness. =650 \0$aTest procedure. =650 \0$aAir barrier systems. =650 \0$aBuilding enclosures. =650 \0$atest procedures. =650 \0$aStandards. =650 \0$aFirefighters. =650 14$aAir barrier systems. =650 24$aBuilding enclosures. =650 24$aAirtightness. =650 24$aTest procedure. =700 1\$aSeskus, AL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11007J.htm =LDR 01910nab a2200421 i 4500 =001 JTE11011J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11011J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11011J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1623$223 =100 1\$aStuart, CM.,$eauthor. =245 10$aIntroduction to Symposium on Methods for the Identification and Sorting of Metals and Metal Alloys /$cCM. Stuart. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe following four papers were presented at a Symposium on Methods for the Identification and Sorting of Metals and Metal Alloys in June 1985 in Los Angeles. ASTM Committee E-7 on Nondestructive Testing sponsored the event. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals. =650 \0$aCorrosion and anti-corrosives. =650 \0$aAlloys$xCorrosion. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11011J.htm =LDR 02987nab a2200709 i 4500 =001 JTE11015J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11015J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11015J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aRiley, WD.,$eauthor. =245 10$aLarge-Scale Metals Identification and Sorting Using Instrumented Techniques /$cWD. Riley, RD. Brown, JM. Larrain. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe U.S. Bureau of Mines is studying methods for the identification of scrap metals that will lead to better segregation, conservation of strategic materials, and utilization of this existing secondary reserve. A joint scrap segregation-marketing test is being conducted by the Bureau of Mines and the Defense Property Disposal Service at the Defense Property Disposal Office at Cherry Point, North Carolina. The purpose of the test is to determine the cost effectiveness of offering well-segregated metallic scrap fractions for sale. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCobalt. =650 \0$aNickel. =650 \0$aChromium. =650 \0$aSeparation. =650 \0$aMetal scrap. =650 \0$aUtilization. =650 \0$aIdentification. =650 \0$aStainless steels. =650 \0$aThermoelectricity. =650 \0$aX-ray spectroscopy. =650 \0$aEmission spectroscopy. =650 \0$aHeat resistant alloys. =650 \0$aMetals$xMechanical properties. =650 14$aMetal scrap. =650 24$aSeparation. =650 24$aUtilization. =650 24$aHeat resistant alloys. =650 24$aStainless steels. =650 24$aChromium. =650 24$aCobalt. =650 24$aNickel. =650 24$aX-ray spectroscopy. =650 24$aThermoelectricity. =650 24$aEmission spectroscopy. =650 24$aIdentification. =700 1\$aBrown, RD.,$eauthor. =700 1\$aLarrain, JM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11015J.htm =LDR 02432nab a2200553 i 4500 =001 JTE11009J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11009J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11009J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aHuculak, P.,$eauthor. =245 10$aEquivalent Crack Lengths in Thin Sheet Materials Subjected to Tensile Loads /$cP. Huculak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe elastic compliance is determined for the configuration of the line slot terminated by circular holes and for the elliptical cut-out in a finite-width sheet specimen loaded in tension. Comparisons are then made with real cracks to ascertain the extent of equivalence with respect to strain energy release rates and compliance for the two configurations selected. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack stoppers. =650 \0$aCrack simulation. =650 \0$aElastic compliance. =650 \0$aElliptical cut-out. =650 \0$aFatigue crack growth. =650 \0$aEquivalent crack length. =650 \0$aFatigue. =650 \0$aChronic fatigue syndrome. =650 14$aCrack simulation. =650 24$aEquivalent crack length. =650 24$aElliptical cut-out. =650 24$aElastic compliance. =650 24$aFatigue crack growth. =650 24$aCrack stoppers. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11009J.htm =LDR 03293nab a2200601 i 4500 =001 JTE11008J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11008J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11008J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aSrivatsan, TS.,$eauthor. =245 12$aA Method for Determining the Tensile Properties and Anisotropy of Aluminum Alloys /$cTS. Srivatsan, CW. Meyers, JT. Berry. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aCurrent industrial design practices place emphasis on properties in order to ensure that a product provides structural integrity. Mechanical properties are largely influenced by the direction of testing with respect to the wrought microstructure. In aluminum alloys the properties sensitive to direction are strength, ductility, and fracture toughness. In this study, the Double Ligament Tensile (DLT) test was used to evaluate the tensile properties and anisotropy of premium quality cast hypoeutectic and hypereutectic aluminum-silicon alloys of cylindrical cross section, and age-hardened commercial wrought aluminum-magnesium-silicon and aluminum-zinc-magnesium plates of limited section thickness. Comparisons reveal that the DLT test results accord well with standard conventional test data. The difference in tensile properties observed with direction of testing is attributed to the well-developed mechanical fibering that exists in the wrought alloys examined. The transverse brittleness observed in these alloys is due to the presence of particle stringers, grain boundary precipitates, and unhealed porosity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTexture. =650 \0$aAnisotropy. =650 \0$aOrientation. =650 \0$aSpecimen size. =650 \0$aMicrostructure. =650 \0$aAluminum alloys. =650 \0$aTensile properties. =650 \0$aAluminumalloys. =650 \0$aMetals$xHeat treatment. =650 14$aAluminum alloys. =650 24$aOrientation. =650 24$aTensile properties. =650 24$aAnisotropy. =650 24$aMicrostructure. =650 24$aSpecimen size. =650 24$aTexture. =700 1\$aMeyers, CW.,$eauthor. =700 1\$aBerry, JT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11008J.htm =LDR 04317nab a2200601 i 4500 =001 JTE20140528 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140528$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140528$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7882.B56 =082 04$a006.4$223 =100 1\$aMalathy, M.,$eauthor. =245 10$a2-DWT and AES :$bSecure Authentication Management for Polar Iris Templates Using Visual Cryptography /$cM. Malathy, J. Arputha Vijaya Selvi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aBiometrics deals with authenticating a person's identity based on the physiological or behavioral characteristics. Visual cryptography (VC) is a promising information security technique that allows the secret sharing of images without any cryptographic computations. Various existing schemes were introduced for securing the raw biometric data and template in the database using the VC technique. The complexity of encryption plays a vital role in security improvement. In order to overwhelm the above limitations, a secure authentication management for polar iris templates is presented using VC technique. The collaborative splitting of pixels in all directions presented in this paper was done in order to improve security. At first, the input image was segmented using the Canny edge detection and Hough transform. Subsequently, the normalization module transformed the iris texture from the Cartesian to polar-coordinates. The polar iris image was further separated into two shares, namely, share 1 and share 2, using VC technique. To accomplish more security than the existing methods, both 2-discrete wavelet transform (DWT) and advanced encryption standard (AES) shifting techniques were introduced in VC, termed as transform based AES (TAES). After receiving the encrypted image, the feature extraction is carried out by multi-scale local binary pattern (MLBP). The share 1 images are stored in the user database, whereas the share 2 images are stored in the server database. K-NN classifier is employed to recognize and retrieve the share 2 from the user database on the basis of features. Finally, reconstruction was performed from recognized share 1 and share 2 images by using the inverse process of TAES. The experimental results exhibit better peak signal to noise ratio (PSNR), mean square error (MSE) and normalized correlation (NC), false acceptance rate (FAR), false rejection rate (FRR), and equal error rate (EER) than the other existing methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSecurity. =650 \0$aBiometric. =650 \0$aIris authentication. =650 \0$aPolar iris template. =650 \0$aInstitute of automation. =650 \0$aVisual cryptography (VC) =650 \0$aBiometric identification. =650 \0$aHuman face recognition (Computer science) =650 14$aAdvanced encryption standard (AES) =650 24$aBiometric. =650 24$aInstitute of automation. =650 24$aChinese academy of sciences (CASIA) =650 24$aIris authentication. =650 24$aMulti-scale local binary pattern (MLBP) =650 24$aVisual cryptography (VC) =650 24$aPolar iris template. =650 24$aSecurity. =700 1\$aArputha Vijaya Selvi, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140528.htm =LDR 03997nab a2200565 i 4500 =001 JTE20150295 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150295$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150295$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aGudipudi, P. P.,$eauthor. =245 10$aDevelopment of Modulus and Fatigue Test Protocol for Fine Aggregate Matrix for Axial Direction of Loading /$cP. P. Gudipudi, B. S. Underwood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aThe testing of fine aggregate matrix (FAM) is rapidly gaining attention in the pavement research community because of its notable similarities with asphalt concrete (AC) and the increased testing efficiency that it affords. In most of the existing studies, FAM tests are used for characterization of relative material performance in the presence of phenomenon like moisture damage and healing. However, to better understand the fundamental properties of FAM and to establish the mechanistic connection between its properties and those of AC, proper fabrication and testing protocols need to be established. The focus of this research is to develop such standard testing protocols for both dynamic modulus and uniaxial fatigue testing. In the current effort, two FAM materials are prepared with the same gradation but two different asphalt cements (PG 64-22 and PG 76-16). Pilot studies to support the development of sample fabrication protocols are explained. Both FAM materials are tested for modulus and uniaxial fatigue, and during testing both on-specimen and machine actuator displacement are recorded. Material parameters were separately calculated using these two deformation measurements and compared to uncover the errors resulting from machine-based measurements of FAM. The percentage error in measuring dynamic modulus of FAM specimens using actuator strain ranged from 5 % to 79 %. After correcting actuator strain with a constant machine compliance factor, the percentage error changed to 10 %-32 %, which is still high. In addition, variation in time dependency and fatigue damage characterization was observed using the corrected actuator data to on-specimen data. To overcome all of the above issues and measure reliable test data for FAM, it is concluded that protocols must include measurement of on-specimen deformation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAxial testing. =650 \0$aDynamic modulus. =650 \0$aAsphalt concrete. =650 \0$aUniaxial fatigue. =650 \0$aFine aggregate matrix. =650 \0$aMachine compliance factor. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt concrete. =650 24$aFine aggregate matrix. =650 24$aAxial testing. =650 24$aDynamic modulus. =650 24$aUniaxial fatigue. =650 24$aMachine compliance factor. =700 1\$aUnderwood, B. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150295.htm =LDR 03450nab a2200541 i 4500 =001 JTE20140358 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140358$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140358$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1 =082 04$a620.6$223 =100 1\$aYi, Wen,$eauthor. =245 13$aAn Experimental Study on Engineering Characteristics of Improved Weathered Granite Soil for a High-Speed Railway Subgrade in South China /$cWen Yi, Yonghe Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aSamples of weathered granite soil from job sites of a high-speed railway project in south China were tested in the laboratory. The results suggested that the soil could not meet the subgrade requirement of the high-speed railway in China. To address this issue, chemical treatment approach was examined in this study. The weathered granite was treated with two types of agents, lime and cement. A series of scenarios with varying dosages were investigated. The engineering characteristics of the treated soil including strength, deformation, moisture stability, and others were evaluated comprehensively through in-depth laboratory testing. As a result, it was revealed that the 5 % cement treatment scenario was most preferred. Furthermore, to verify the effectiveness of the treatment, settlement was monitored on a test road. The cumulative settlement curves indicated that the settlement in the treated subgrade reached a stable state since approximately 250 days from the completion of construction. This was sufficiently earlier than the installation of railway tracks. It was also found the settlement could sufficiently meet the Chinese Specification requirement. In summary, the proposed approach based on rigorous engineering testing and evaluation successfully improved the weathered granite for it to serve as a high-speed railway subgrade material in China. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSettlement. =650 \0$aWeathered granite. =650 \0$aHigh-speed railway. =650 \0$aSubgrade soil treatment. =650 \0$aLaboratory tests. =650 \0$aSoil tests. =650 \0$aSoils. =650 14$aWeathered granite. =650 24$aSubgrade soil treatment. =650 24$aEngineering characteristics. =650 24$aSettlement. =650 24$aHigh-speed railway. =700 1\$aWang, Yonghe,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140358.htm =LDR 03830nab a2200529 i 4500 =001 JTE20140357 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140357$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140357$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aLee, Jong-Sub,$eauthor. =245 10$aDetermining Specimen Geometry of Cylindrical Specimens for Direct Tension Fatigue Testing of Asphalt Concrete /$cJong-Sub Lee, Amirhossein Norouzi, Y. Richard Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis paper presented a specimen geometry study of cylindrical specimens used in the direct tension cyclic (DTC) fatigue testing of asphalt concrete using an asphalt mixture performance tester. The current specimen geometry for DTC fatigue testing is 100 mm in diameter and 150 mm in height with a linear variable differential transducer (LVDT) gauge length of 70 mm in the middle of the specimen. In order to use the displacement data for mechanistic fatigue performance modeling, specimen failure must occur within the length of the LVDT gauge. However, recent experiments using stiff mixtures have shown that failure often occurs outside the LVDT gauge length. This specimen geometry study was conducted to determine the specimen geometry that enhances the propensity of the failure inside the gauge length without sacrificing the advantage of the DTC testing that provides uniform stresses and strains in the middle of the specimen. Laboratory experiments were performed on cylindrical specimens of different geometries (i.e., different diameters and lengths). Test specimen diameters of 75 mm and 100 mm and specimen heights of 130 mm and 150 mm were used in this study. The specimen geometry effects on damage characteristic curves and failure criteria were identified through ANOVA tests and layered viscoelastic pavement analysis for critical distresses (LVECD) program. Based on analysis results and experimental verification tests, the specimen geometry recommended for the DTC testing is 100 mm in diameter and 130 mm in height with a 70-mm gauge length. The recommended specimen geometry is applicable when the gyratory-compacted specimen geometry is 150 mm in diameter and more than 178 mm in height. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aFailure criteria. =650 \0$aSpecimen geometry. =650 \0$aDamage characteristic. =650 \0$aPavements, Asphalt concrete. =650 14$aAsphalt mixture. =650 24$aSpecimen geometry. =650 24$aDamage characteristic. =650 24$aFailure criteria. =650 24$aDirect tension cyclic fatigue testing. =700 1\$aNorouzi, Amirhossein,$eauthor. =700 1\$aKim, Y. Richard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140357.htm =LDR 03134nab a2200517 i 4500 =001 JTE20150171 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150171$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150171$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD563 =082 04$a613.6$223 =100 1\$aKamberoglu, Murat,$eauthor. =245 10$aEvaluation of Foot Protection Effectiveness Against AP Mine Blasts :$bEffect of Deflector Geometry /$cMurat Kamberoglu, Mehmet Karahan, Can Alpdogan, Nevin Karahan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aIn this study, the effectiveness of blast deflectors used in protective footwear against antipersonnel (AP) mines was investigated. The tip angle of a V-shaped deflector and the overall shape (symmetrical, unsymmetrical) were chosen as the design parameters to be examined, whereas parameters such as deflector material and wall thickness were kept constant. Both explicit dynamic finite element analysis (LS-Dyna) and blast tests were performed to evaluate the effectiveness of these design parameters. The analysis results were also verified with the blast tests. A visual (qualitative) comparison between the analysis results and the blast tests showed a good agreement on the final deformed geometry of the deflector, which suggested that the simulation was able to capture the energy absorption mechanism of the deflector. The analysis results showed that the peak force transmitted to the leg decreased tremendously with the addition of blast deflectors. When compared to the case with no deflectors, an unsymmetrical and symmetrical deflector reduced the peak force by a factor of 24 and 36, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAP mine. =650 \0$aDeflector. =650 \0$aProtective boots. =650 \0$aFoot$xProtection. =650 \0$aSafety education, Industrial. =650 14$aAP mine. =650 24$aProtective boots. =650 24$aDeflector. =700 1\$aKarahan, Mehmet,$eauthor. =700 1\$aAlpdogan, Can,$eauthor. =700 1\$aKarahan, Nevin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150171.htm =LDR 02981nab a2200505 i 4500 =001 JTE20150447 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150447$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150447$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aLi, Y.,$eauthor. =245 10$aDiscussion :$bRadial Strain Behaviors and Stress State Interpretation of Soil Under Direct Simple Shear /$cY. Li, Y. M. Yang, G. W. Roberts, H. S. Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aTwo methods were used in determining the stress state of simple shear tests in the discussed paper. The authors stated that the second method was proposed by Oda and Konishi, based on the distribution law of contact force (Oda, M. and Konishi, J., "Rotation of Principal Stresses in Granular Material During Simple," Soils and Foundations., Volume 14, No. 4, 1974, pp. 39-53.). However, the relation used in the method was found by Roscoe et al. from experimental results (Roscoe, K. H., Bassett, R. H., and Cole, E. R. L., "Principal Axes Observed During Simple Shear of a Sand," Proceedings of the Geotechnical Conference on Shear Strength Properties of Natural Soils and Rocks, Volume 1, Norwegian Geotechnical Institute, Oslo, 1967, pp. 231-237.). In addition, the determination of the constant k, which used k = 1 - K0, was problematic in the discussed paper. First, the equation could only be deduced after some assumptions were made. Second, the value of k was not a constant if the K0 changed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear behavior. =650 \0$aDirect simple shear. =650 \0$aShear (Mechanics) =650 14$aDirect simple shear. =650 24$aStress state interpretation. =650 24$aK0. =650 24$aShear behavior. =700 1\$aYang, Y. M.,$eauthor. =700 1\$aRoberts, G. W.,$eauthor. =700 1\$aYu, H. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150447.htm =LDR 03079nab a2200529 i 4500 =001 JTE20150373 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150373$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150373$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD41 =082 04$a658.4012$223 =100 1\$aChang, S.-C.,$eauthor. =245 10$aEvaluating the Competitive Strategy of Tablet PC Industry by Using Fuzzy Group Decision Making Techniques /$cS.-C. Chang, P.-H. Tsai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b44 =520 3\$aThis study mainly evaluated the competitive strategy of the tablet PC industry based on the benefits, opportunity, costs, and risks (BOCR) conceptual framework. We first adopted DEMATEL (decision-making trial and evaluation laboratory) to address the relationships among the variables and then used the fuzzy group decision making techniques (FGDMT) tools (fuzzy analytic hierarchy/network process (FAHP/FANP) and the VlseKriterijumska Optimizacija I Kompromisno (VIKOR) method) to construct the tablet PC evaluation competitive strategy model under a fuzzy environment. The empirical results revealed that a firm's revenue growth, capacity for profitability, product design, and product function are highly important evaluation indices. This indicated that tablet PC companies should channel more efforts into their product innovation for creating revenue growth and maintaining customer loyalty. Finally, based on the findings, managerial and policy recommendations were provided to enable more effective strategic decision making for tablet PC industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTablet PCs. =650 \0$aProduct innovation. =650 \0$aCompetitive strategy. =650 \0$aStrategic planning. =650 \0$aManagement. =650 14$aTablet PCs. =650 24$aFuzzy group decision making techniques. =650 24$aCompetitive strategy. =650 24$aProduct innovation. =650 24$aDEMATEL. =650 24$aVIKOR. =700 1\$aTsai, P.-H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150373.htm =LDR 03374nab a2200529 i 4500 =001 JTE20140396 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140396$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140396$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aKim, Jaehong,$eauthor. =245 10$aImplementation of Thermal-Energy-Harvesting Technology on Pavement /$cJaehong Kim, Seung-Tae Lee, Sunglin Yang, Jaejun Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aEnergy harvesting is one of the techniques of high interest for approaching the global energy problem without depleting natural resources. Energy-harvesting technology from the road is a new research area, because the energy surrounding road space is available in many different forms, such as wind, solar, thermal, and mechanical energy. The goal of this study is to determine the possibility of an energy-harvesting technology for pavement that absorbs the solar radiation, thus increasing the internal temperature. There is a temperature difference maintained between the atmospheric temperature and the pavement surface. This temperature difference is tapped and converted into electrical energy using a thermoelectric (TE) module device. The TE module device's system captures energy from this temperature difference, based on the Seebeck effect. This paper describes various application procedures for pavement. The system focuses on the development of an energy-harvesting system for energy use. The present research indicates that the limited simple system in this study can be used to capture heat energy from pavement, and shows promise for supporting power from waste solar energy in roads. Also, the TE module can be placed within road space, whereas solar panels have to be exposed to sunlight. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInfrastructure. =650 \0$aEnergy harvesting. =650 \0$aTemperature difference. =650 \0$aThermoelectric generator. =650 \0$aPavements, Asphalt concrete. =650 14$aThermoelectric generator. =650 24$aTemperature difference. =650 24$aInfrastructure. =650 24$aEnergy harvesting. =700 1\$aLee, Seung-Tae,$eauthor. =700 1\$aYang, Sunglin,$eauthor. =700 1\$aLee, Jaejun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140396.htm =LDR 02930nab a2200529 i 4500 =001 JTE20150298 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150298$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150298$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aAZ191 =082 04$a001.4$223 =100 1\$aZanevskyy, I.,$eauthor. =245 10$aEvaluation in the Sit-and-Reach Flexibility Test /$cI. Zanevskyy, L. Zanevska. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe research in this paper aims to correct evaluation tables of the modified flexibility sit-and-reach test, avoiding unreasonable great fluctuations in the scales. A human body model in the test, as a kinematic chain, including trunk and upper-extremity members connected with rotated joints, is proposed. An integral parameter of hip rotation and spine-bend flexibility is derived as an angle between the hip to shoulder straight line and horizon. The corresponding error of the angle in the frames of the simplified model appears to be nearly 1.5 %. The bend of trunk member is investigated, and its modeling with the integral parameter of flexibility causes an error of the fingertips displacement of nearly 0.4 cm, which is smaller than an error of the test score recorder. Two smooth evaluation scales are modeled with a linear function and with a logarithmic function. Corresponding tables for proportional evaluation and for rapidly increased mark values on the higher test scores are derived. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aEvaluation. =650 \0$aFlexibility. =650 \0$aSit-and-reach test. =650 \0$aEvaluation$xMethodology. =650 \0$aAssessment. =650 \0$aResearch. =650 14$aFlexibility. =650 24$aSit-and-reach test. =650 24$aEvaluation. =650 24$aModeling. =700 1\$aZanevska, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150298.htm =LDR 03011nab a2200493 i 4500 =001 JTE20150377 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150377$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150377$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aVandermeulen, W.,$eauthor. =245 10$aUnderstanding of Tensile Test Results on Small Size Specimens of Certified Reference Material BCR-661 /$cW. Vandermeulen, J.-L. Puzzolante, M. Scibetta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aBCR-661 is a Nimonic 75 Certified Reference Material for tensile testing, available from the European Institute for Reference Materials and Measurements. The certification is based on specimens with a diameter of 10 mm. Since for several purposes small specimens are desirable, an attempt was made to qualify a specimen with a diameter of 2.4 mm. It was found that for cylindrical specimens made by turning neither the 0.2 % proof stress, nor the tensile strength values corresponded with the certified values. Rectangular section specimens made by electro-discharge machining gave correct stress values but too high elongations. The reduction of area values were for all specimens satisfactory. It was shown that the stress deviations found in the turned specimens are due to the presence of a work hardened layer caused by machining. Annealing of turned specimens resulted in correct strength values. With regard to the elongation values the influence of the specimen shape and possible specimen head deformation seem to be important factors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile test. =650 \0$aSmall size specimens. =650 \0$aTensile architecture. =650 \0$aLightweight construction. =650 14$aTensile test. =650 24$aSmall size specimens. =650 24$aNimonic 75. =700 1\$aPuzzolante, J.-L.,$eauthor. =700 1\$aScibetta, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150377.htm =LDR 04230nab a2200601 i 4500 =001 JTE20150437 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150437$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150437$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC760.4.M37 =082 04$a537.01/51866$223 =100 1\$aHijazi, A.,$eauthor. =245 10$aContribution of the Imaging System Components in the Overall Error of the Two-Dimensional Digital Image Correlation Technique /$cA. Hijazi, C. J. Kähler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aDigital image correlation (DIC) is one of the most widely used non-invasive methods for measuring full-field surface strains in a wide variety of applications.The DIC method has been used by numerous researchers for measuring strains during the plastic range of deformation where the strains are relatively large.The estimation of the amount of background strain error in the measurements is of prime importance for determining the applicability of this method for measuring small strains (such as the elastic strains in metals, ceramics, bone samples, etc.) In this study, the strain errors in 2D-DIC measurements associated with different types of imaging systems were investigated.In-plane rigid-body-translation, experiments were used to estimate the overall amount of error in DIC displacement and strain measurements.Different types of cameras having different types of sensors and different spatial resolutions were used in the study.Also, for the same type of camera, different types of lenses were used.Results show that the DIC measurement accuracy depends on the magnitude of image displacement and that different error estimation parameters can be used for quantifying the accuracy of the measurements.Also, the effect of the lens on measurement accuracy is more pronounced than that of the camera.Furthermore, imaging conditions such as image sharpness and camera gain also affect the accuracy.Further still, the measurement accuracy was found to be influenced by the direction of translation.The results indicate that measurement error can be reduced by orienting the camera such that the major displacement direction is parallel to the width direction of the image.The experimental approach used in this study can be used for quantitatively assessing the quality of the different types of cameras and lenses and to determine their suitability for use in experimental techniques that depend on image analysis such as DIC and particle image velocimetry (PIV) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCamera. =650 \0$aStrain error. =650 \0$aError analysis. =650 \0$aImaging system. =650 \0$aLens distortion. =650 \0$aDigital image correlation. =650 \0$aError analysis (Mathematics) =650 \0$aSCIENCE$xPhysics$xElectromagnetism. =650 \0$aSCIENCE$xPhysics$xElectricity. =650 14$aDigital image correlation. =650 24$aError analysis. =650 24$aStrain error. =650 24$aImaging system. =650 24$aCamera. =650 24$aCCD. =650 24$aCMOS. =650 24$aLens distortion. =700 1\$aKähler, C. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150437.htm =LDR 03801nab a2200553 i 4500 =001 JTE20150076 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150076$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150076$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aKim, D.,$eauthor. =245 10$aDetermination of Dynamic Modulus Values of Asphalt Mixtures Using Impact Resonance Testing of Thin Disk Specimens /$cD. Kim, Y. R. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe impact resonance (IR) test is a nondestructive test method that is used to characterize the linear viscoelastic behavior of asphalt concrete. This method is preferred over other methods because the setup of the IR test is simpler, more efficient, and less expensive than standard axial compression dynamic modulus (|E*|) tests. Researchers originally developed the IR test method for cylindrical specimens of asphalt mixtures and concluded that this method can serve as an alternative to |E*| tests. However, the geometry (100 mm in diameter by 150 mm in height) of the cylindrical specimens used in these tests prohibits the use of IR tests for field cores. Therefore, researchers began to consider thin disk-shaped specimens for IR testing because thinner geometry of such specimens better represents slices of field cores. In this study, a test procedure was developed to evaluate the use of thin disk-shaped specimens for IR tests in order to determine the |E*| values of asphalt mixtures. The IR test protocol was optimized using 2 IR test methods (referred to as Case 1 and Case 2 in this work) under various test conditions to ensure the highest possible quality of the data. Optimal test methods were proposed based on the repeatability and variability of the resonant frequency and phase angle data and the ability of the different test conditions to provide data that best match the |E*| values obtained from standard axial compression |E*| tests. The results demonstrate that the |E*| values of thin disk-shaped specimens determined from the optimized IR tests are similar to the |E*| values of long cylindrical specimens determined from conventional |E*| AASHTO T 342-11 tests and IR tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aField cores. =650 \0$aPhase angle. =650 \0$aResonant frequency. =650 \0$aImpact resonance (IR) =650 \0$aDynamic modulus (|E*|) =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aDynamic modulus (|E*|) =650 24$aImpact resonance (IR) =650 24$aResonant frequency. =650 24$aPhase angle. =650 24$aThin disk-shaped specimens. =650 24$aField cores. =700 1\$aKim, Y. R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150076.htm =LDR 02823nab a2200529 i 4500 =001 JTE20150250 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150250$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150250$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aMcCool, J. I.,$eauthor. =245 10$aFlexural Strength Tests of Brittle Materials :$bSelecting the Number of Specimens and Determining Confidence Limits for Weibull Parameters /$cJ. I. McCool. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe flexural strength of brittle materials has been found to follow the two-parameter Weibull distribution. This paper describes a simple method of estimating the Weibull modulus and characteristic strength that allows for the computation of confidence intervals that will contain the true values within a specifiable level of confidence. The sample size needed to meet the experimenter's precision requirements is determined. A sample of flexural strength data from the literature is used to illustrate all of the computations. The precision of the method is compared to that of the method of maximum likelihood. It is found to be inferior to maximum likelihood for estimating the Weibull modulus but quite comparable for estimating the scale parameter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSample size. =650 \0$aBrittle materials. =650 \0$aFlexural strength. =650 \0$aConfidence intervals. =650 \0$aWeibull distribution. =650 \0$aWeibull method. =650 \0$aDistribution (Probability theory) =650 14$aFlexural strength. =650 24$aBrittle materials. =650 24$aWeibull distribution. =650 24$aSample size. =650 24$aConfidence intervals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150250.htm =LDR 03028nab a2200505 i 4500 =001 JTE20140433 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140433$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140433$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.D48 =082 04$a681/.2$223 =100 1\$aPadhy, S.,$eauthor. =245 10$aAcoustic Instrumentation Setup for Armament Performance Evaluation Applications /$cS. Padhy, V. Sreeramamurthy, S. Dutta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis paper deals with the application of acoustic instrumentation setup in the test and evaluation of armament stores. Different types of acoustic sensors and suitability of these sensors for different measurement applications were presented. The rate of fire measurement of a naval gun, the acoustic signature of Cargo Minelet functioning, and high explosive warhead functioning results were presented. The rate of fire (ROF) of a gun is defined as the number of rounds fired per minute. A high rate of fire is one of the most important requirements for a naval gun. Acoustic measurement setup was developed to measure ROF of the order of 4700 rounds per minute. Cargo ammunition is a carrier projectile which carries the functional payload to the target area. The payload contains a number of sub-munitions in the form of minelets. The performance evaluation of cargo ammunition in terms of minelet functioning were covered with measurement results. The results of the functioning of 130 mm high explosive artillery shells were also presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustic sensors. =650 \0$aRate of fire measurement. =650 \0$aCargo minelet functioning. =650 \0$aSensor networks. =650 \0$aWireless LANs. =650 14$aAcoustic sensors. =650 24$aRate of fire measurement. =650 24$aCargo minelet functioning. =700 1\$aSreeramamurthy, V.,$eauthor. =700 1\$aDutta, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140433.htm =LDR 03037nab a2200553 i 4500 =001 JTE20150055 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150055$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150055$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.T6 =082 04$a616.07 54 05$223 =100 1\$aCui, D.,$eauthor. =245 10$aPorosity Characterization in Interfacial Transition Zone Using Dual CT Scans /$cD. Cui, W. Sun, K. Wan, N. Banthia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe interfacial transition zone tends to be the weakest link in cement-based materials. This zone is widely believed to be less dense compared with the bulk hydrated cement matrix and is often the location where the failure first initiates. Because of its increased porosity, the interface also acts as a preferential path for transport of deleterious fluids. Understanding the microstructure of the interface, therefore, is of high importance. In this paper, a new technique is developed to calculate the width, as well as the average porosity, of the interface. The method relies on computer tomography (CT). Compared with the traditional porosity-measurement methods, the proposed dual-scan method is non-destructive, and, to a great extent, preserves the initial microstructure of the interface, thereby providing an undisturbed characterization. This article further attests that the dual-scan method can mitigate the deficiency of traditional CT scan in terms of its limited resolution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aPorosity. =650 \0$aInterface. =650 \0$aComputer tomography. =650 \0$aTomography. =650 \0$aRadiological stratigraphy. =650 \0$aTomographic imaging. =650 14$aConcrete. =650 24$aInterface. =650 24$aPorosity. =650 24$aComputer tomography. =700 1\$aSun, W.,$eauthor. =700 1\$aWan, K.,$eauthor. =700 1\$aBanthia, N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150055.htm =LDR 03660nab a2200541 i 4500 =001 JTE20140440 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140440$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140440$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aJavadi, Yashar,$eauthor. =245 10$aEvaluation of Sub-Surface Residual Stress by Ultrasonic Method and Finite-Element Analysis of Welding Process in a Monel Pressure Vessel /$cYashar Javadi, Seyed Hatef Mosteshary. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aWelding of nickel-based alloys is increasingly used in the industry to manufacture various important structures in the marine industries, chemical processing, etc. This study investigates evaluation of sub-surface residual stresses, which are produced by the welding process in a pressure vessel made from Monel 400 alloy. The residual stresses are experimentally measured by ultrasonic method in which longitudinal critically refracted (LCR) waves are propagated inside the specimen to evaluate the effect of stress on the wave velocity. Any difference in the wave velocity could be transformed to the material stress by using acoustoelasticity relations. A nondestructive hydro-test process is used to measure the acoustoelastic constant, which is an important material property needed to be embedded in the acoustoelasticity relations. By using a different frequency range than the ultrasonic transducers, the LCR wave penetrates in different depths of the specimen to measure the sub-surface stresses. The welding processes are also numerically analyzed by a 3D thermo-mechanical finite-element (FE) model, which is validated by hole-drilling stress-measurement method. The residual stresses calculated by FE simulation are then compared with those obtained from the ultrasonic stress measurement and an acceptable agreement is achieved. It is demonstrated that the sub-surface residual stresses of the Monel pressure vessel could be accurately evaluated by combination of the FE simulation and stress measurement implemented by the LCR waves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLCR wave. =650 \0$aUltrasonic. =650 \0$aMonel 400 Alloy. =650 \0$aPressure vessel. =650 \0$aAcoustoelasticity. =650 \0$aFinite element method. =650 14$aMonel 400 Alloy. =650 24$aPressure vessel. =650 24$aFinite-element welding simulation. =650 24$aAcoustoelasticity. =650 24$aUltrasonic. =650 24$aLCR wave. =700 1\$aHatef Mosteshary, Seyed,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140440.htm =LDR 03682nab a2200541 i 4500 =001 JTE20150275 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150275$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150275$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5103.15 =082 04$a621.36/92$223 =100 1\$aYoo, Doo-Yeol,$eauthor. =245 10$aComparative Biaxial Flexural Behavior of Ultra-High-Performance Fiber-Reinforced Concrete Panels Using Two Different Test and Placement Methods /$cDoo-Yeol Yoo, Nemkumar Banthia, Goangseup Zi, Young-Soo Yoon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aIn order to investigate the effects of fiber length, placement method, and test method on the biaxial flexural behaviors of ultra-high-performance fiber-reinforced concrete (UHPFRC), several UHPFRC panels with two different fiber lengths (Lf of 13 and 19.5 mm) were fabricated using two different placement methods (placing concrete at the center and the edge) and were then tested by two different test methods (ASTM C1550-12a and a novel biaxial flexure test (BFT)). Image analysis was also performed to quantitatively investigate the fiber distribution characteristics according to the fiber length and placement method and to thoroughly analyze the experimental results. The first cracking strength and corresponding toughness were found to be insignificantly influenced by the fiber length, placement method, and test method, but the panels with longer fibers and with concrete placed at the center (in the maximum moment region) were found to have higher biaxial flexural strength, deflection capacity, and toughness after a deflection of 2.5 mm (d2.5). The panels tested by the BFT method showed lower flexural strength, more cracks with a random distribution, and higher deviation in flexural performances than those tested by ASTM C1550. These test results were verified by evaluating the fiber distribution characteristics (i.e., the number of fibers per unit area, fiber orientation, and fiber dispersion) at localized crack surfaces by using the image analysis technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFiber length. =650 \0$aBiaxial flexure. =650 \0$aPlacement method. =650 \0$aFiber optic cables. =650 \0$aFiber optics. =650 14$aUltra-high-performance fiber-reinforced concrete. =650 24$aFiber length. =650 24$aPlacement method. =650 24$aBiaxial flexure. =650 24$aFiber distribution characteristics. =700 1\$aBanthia, Nemkumar,$eauthor. =700 1\$aZi, Goangseup,$eauthor. =700 1\$aYoon, Young-Soo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150275.htm =LDR 03306nab a2200481 i 4500 =001 JTE20150354 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150354$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150354$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aWang, Z.,$eauthor. =245 10$aEvaluation of High Temperature on Microwave Reflectivity of Carbon-Fiber-Reinforced Cement-Based Composites /$cZ. Wang, K. Li, C. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aCarbon-fiber-reinforced cement-based composites are widely used as electromagnetic microwave shielding materials. However, high temperature on fire can affect not only their mechanical properties but also microwave-absorbing abilities. In this paper, the specimens of the composites with different carbon-fiber content were prepared. The mechanical properties were measured when the composites were cooled down to room temperature from 600°C naturally and by spraying water. The reflectivity of the composites with different cooling methods against microwave was evaluated through an arch reflectivity measurement system in 2.0-18.0 GHz frequency range at the temperature of 20°C, 300°C, and 600°C. The porosity, morphology, and the compositions were analyzed by mercury intrusion porosimetry (MIP), scanning electron microscopy (SEM), and x-ray diffraction (XRD). Results show that mechanical properties decrease and porosity increases dramatically at the temperature of 600°C. The reflectivity varies with the increase of porosity at low frequencies, but increases at high frequencies with reflecting waves when the temperature rises. At the same temperature, the increasing carbon-fiber content enhances the reflectivity with reflecting electromagnetic microwaves. After high temperature, the cooling exerts little effect over the microwave reflectivity of the composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHigh temperature. =650 \0$aMicrowave reflectivity. =650 \0$aComposites. =650 14$aCarbon-fiber-reinforced cement-based composites. =650 24$aHigh temperature. =650 24$aMicrowave reflectivity. =700 1\$aLi, K.,$eauthor. =700 1\$aWang, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150354.htm =LDR 04080nab a2200649 i 4500 =001 JTE20150257 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150257$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150257$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB3051 =082 04$a371.26/0973$223 =100 1\$aWang, D. W.,$eauthor. =245 10$aMonitoring on the Auto-Analyzer System in-Statistical-Control for SO2 in Atmosphere With Top-Down Uncertainty Evaluation /$cD. W. Wang, H. R. Sun, Z. Q. Pan, Y. Deng, C. Z. Liang, O. Feng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aIn this paper, the top-down approach (CNAS-GL34: Guidance for Measurement Uncertainty Evaluation Based on Quality Control Data in Environmental Testing, China National Accreditation Service for Conformity Assessment, Beijing, China, 2013) for A type evaluation of empirical model can be applied to qualify the SO2 by using analyzer and primary test method (PTM) (GB/T 27408: Quality Control in Laboratories—Evaluating Validity of Non-Standard Test Method—Practice for a Linear Relationship, Standardization Administration of the People's Republic of China, Beijing, China, 2010), whereupon a large number of real-time data, in multi-sites at different levels, were accumulated under site precision (sR') in-statistical-control condition (GB/T 27411: Routine Methods for Evaluation and Expression of Measurement Uncertainty in Testing Laboratory, Standardization Administration of the People's Republic of China, Beijing, China, 2012). The data-transformed-system under investigation cannot be considered suspect as none of the Anderson Darling (AD) statistics were failed in acceptance at the 95 % confidence level for the hypothesis of normality and independence. Our survey was originated from the fog-haze over a period of time for SO2 in air, with its boundary of 100 x 10-9~400 x 10-9. Finally, the top-down approach, based on closeness sum of squares (CSS), gave the reliable and valid evaluation as the expanded uncertainty, U = 8.5 ?g/m3, which maximized the combination of the effects on various variances, refrained from the complicated relativity by bottom-up for uncertainty evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOLS fitting. =650 \0$aWLS fitting. =650 \0$aAnalyzer system. =650 \0$aAnderson Darling (AD) =650 \0$aIn-statistical-control. =650 \0$aTop-down uncertainties. =650 \0$aWeighted and bracketing. =650 \0$aTests. =650 14$aAnalyzer system. =650 24$aPrimary test method (PTM) =650 24$aIn-statistical-control. =650 24$aAnderson Darling (AD) =650 24$aTop-down uncertainties. =650 24$aCloseness sum of squares (CSS) =650 24$aWeighted and bracketing. =650 24$aWLS fitting. =650 24$aOLS fitting. =700 1\$aSun, H. R.,$eauthor. =700 1\$aPan, Z. Q.,$eauthor. =700 1\$aDeng, Y.,$eauthor. =700 1\$aLiang, C. Z.,$eauthor. =700 1\$aFeng, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150257.htm =LDR 04073nab a2200589 i 4500 =001 JTE20150287 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150287$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150287$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aKitaha, A.,$eauthor. =245 10$aPrioritization-Optimization Process Algorithm to Manage Pavement Networks During the Non-Availability of Historical Data /$cA. Kitaha, K. Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aA common practice followed to rate the pavement surface condition is to use the ASTM D5340-12 procedure and estimate the pavement condition index (PCI) that helps prioritize maintenance needs and assists developing a pavement management system (PMS). However, ASTM-PCI that is dependent on time-based evaluation may not be suitable where there is a lack of historical records and it is being undertaken for the first time. To estimate a pavement's current PCI during the non-availability of historical data and establish a PMS incorporated with prioritized maintenance and optimized budget, a rational engineering criteria (EC) based methodological approach is required that is as robust as ASTM D5340-12. Thus, the objective of this study was to develop a rational EC-based prioritization-optimization process PMS (POPMS) algorithm for a network that prioritizes maintenance strategies for identified pavement distresses and hence optimizes maintenance costs depending on budgetary allocations. An EC-based POPMS algorithm was based on a network length of 100.55 km, which followed prioritization-optimization process for single to multi-year programs. EC-PCI of pavement sections were estimated on the basis of segmented maintenance strategies including preventive and routine maintenance and reconstruction. EC-PCI was found to be rational since three distinct threshold zones were considered that could directly assign pavement maintenance strategies, which was straightforward and circularly referenced. Overall, POPMS algorithm facilitates practitioners to modify the threshold EC-based parameters that will estimate an optimal single/multiyear budget for maintenance as per the newly set threshold level, thus creating a whole new promising approach in the areas of roadway network level maintenance programs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOptimization. =650 \0$aPrioritization. =650 \0$aBudgetary allocation. =650 \0$aEngineering criteria. =650 \0$aMaintenance strategy. =650 \0$aPavement condition index. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aASTM D5340-12. =650 24$aEngineering criteria. =650 24$aPrioritization. =650 24$aOptimization. =650 24$aPavement management system. =650 24$aPavement condition index. =650 24$aMaintenance strategy. =650 24$aBudgetary allocation. =700 1\$aBiligiri, K. Prapoorna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150287.htm =LDR 03471nab a2200541 i 4500 =001 JTE20150326 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150326$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150326$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aLiu, Quantao,$eauthor. =245 10$aThermally Activated Healing of Fatigue Damage in Asphalt Binders /$cQuantao Liu, Jin Tang, Liang He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aAsphalt binder is a self-healing material and it has a potential to heal faster with increased temperatures. This paper investigates the thermally activated healing of fatigue damage in three asphalt binders, trying to answer the question: At what temperatures do asphalt binders heal? After fatiguing the sample, a heating treatment was applied and the sample was fatigued for the second time. The recovered fatigue life and the recovered accumulated dissipated energy are used to quantify the thermally activated healing rates of asphalt binders. It is found that these two healing indexes coincide well with each other in different healing conditions. Base asphalt binders can heal the fatigue damage completely after heating for 20 min at the softening-point temperatures. Styrene-butadiene-styrene (SBS)-modified asphalt binder can achieve full healing at a temperature 20°C below its softening point, where the elastic recovery of the SBS chain segment may play an important role in healing. It is also found that healing of fatigue damage in asphalt binder is highly strain dependent: the healing ratio is higher at high strain amplitude. It proved that thermally activated healing can be repeated when damage returns in asphalt binder. It is concluded that thermally activated healing of fatigue damage is definitely useful to increase the fatigue life of asphalt binders and different asphalt binders should be heated to certain temperatures related to their specific softening points. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHealing. =650 \0$aHeating. =650 \0$aAsphalt binder. =650 \0$aFatigue damage. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aHeating. =650 24$aAsphalt binder. =650 24$aHealing. =650 24$aFatigue damage. =700 1\$aTang, Jin,$eauthor. =700 1\$aHe, Liang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150326.htm =LDR 03106nab a2200553 i 4500 =001 JTE20150251 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150251$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150251$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC321 =082 04$a536/.2012$223 =100 1\$aXiao, H. L.,$eauthor. =245 10$aDetecting Soil Inclusion Inside Piles in the Laboratory Using DTS Method /$cH. L. Xiao, Y. L. Liu, M. Fan, L. H. Li, W. K. Lei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aIn order to standardize and promote the distributed temperature sensor instrument applied in the detection of pile with soil, model piles with a 0.6 m height and 0.8 m diameter were designed in which the ratio of concrete to clay mass is 2:1, 1:1, 1:2, also including pure concrete pile and clay pile model for comparison. Because of the effect of the clay in the pile to the pile thermal conductivity, the temperature change of the pile was monitored. The change of piles' thermal conductivity, the relationship between temperature and heating power, temperature and piles' materials, and temperature and clay content, were quantitatively studied. Experimental results showed that the temperature linearly increases with the increasing of heating power, but with the increase of clay content, temperature gradient increased; for different piles' material, there are obvious differences regarding the coefficient of temperature and heating power, but with increasing of the clay content increased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDetection. =650 \0$aModel test. =650 \0$aThermal conductivity. =650 \0$aHeat$xConduction. =650 \0$aMaterials$xThermal Properties. =650 14$aPiles with clay inclusion. =650 24$aThermal conductivity. =650 24$aDetection. =650 24$aDistributed temperature sensor. =650 24$aModel test. =700 1\$aLiu, Y. L.,$eauthor. =700 1\$aFan, M.,$eauthor. =700 1\$aLi, L. H.,$eauthor. =700 1\$aLei, W. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150251.htm =LDR 03476nab a2200589 i 4500 =001 JTE20150027 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150027$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150027$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aAmornsrivilai, P.,$eauthor. =245 10$aEffects of Fly Ash and Silica Fume on Permeability of Concrete Made With Porous Limestone and Non-Porous Aggregates /$cP. Amornsrivilai, M. Tia, M.-G. Lee, Y.-M. Su. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe research objective was to assess the permeability of concrete made with porous limestone and non-porous aggregates. Fifty-eight concrete mixes were made and tested to study the effects of fly ash, silica fume, and aggregate type on the permeability of concretes. Class F fly ash and silica fume were used at the levels of 10 to 50 %, and 5 to 20 % as cement replacement on weight basis, respectively. Nine different aggregates, seven in-states and two out-of-states, were collected to study the effects of aggregate type. The test results indicated that silica fume may cause considerable effects on both water and rapid chloride permeability of concrete, while the initial and prolonged moist curing was found essential for the fly ash concrete. In addition, the permeability of aggregate was positively affecting the permeability of concrete. The concretes mixed with aggregates of low permeability showed lower water permeability than those made with porous aggregates. The effect of the permeability of aggregate was also noticeable when the water cementitious material ratio (w/cm) of concrete was high. At lower w/cm ratio, the bond at the cement paste-aggregate interface reduced the effect of the permeability of aggregate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aAggregate. =650 \0$aSilica fume. =650 \0$aPorous limestone. =650 \0$aWater permeability. =650 \0$aChloride permeability. =650 \0$aFly ash$xIndustrial applications. =650 \0$aFly ash$xEnvironmental aspects. =650 14$aWater permeability. =650 24$aFly ash. =650 24$aSilica fume. =650 24$aAggregate. =650 24$aChloride permeability. =650 24$aPorous limestone. =700 1\$aTia, M.,$eauthor. =700 1\$aLee, M.-G.,$eauthor. =700 1\$aSu, Y.-M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150027.htm =LDR 03311nab a2200541 i 4500 =001 JTE20150229 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150229$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150229$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8$223 =100 1\$aSmith, S.,$eauthor. =245 10$aExploring Compaction Methods for Laboratory Performance of Full Depth Reclamation /$cS. Smith, C. Henrichs, A. Braham. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aFull depth reclamation (FDR) is a pavement recycling technique that incorporates the entire pavement section to create a rehabilitated, stabilized pavement layer. This method is cost effective, environmentally friendly, and structurally viable. Unfortunately, there is some uncertainty regarding how this composite material is classified. In this study, the material characterization of FDR was explored by comparing the effect of different compaction methods on the optimum moisture content, optimum amount of foamed asphalt or asphalt emulsion, the tensile strength, and the stability of the mixture. The superpave gyratory compactor (SGC) is typically used for the compaction of HMA samples, and the Proctor hammer is the most common method of compaction for soil samples. In addition to comparing these two methods, different sized compaction molds and varying amounts of compactive effort were considered. Samples compacted with the modified Proctor hammer produced the highest dry unit weights. Although samples compacted in the SGC had higher tensile strengths. At optimum mixture proportions, moisture conditioned samples compacted with the modified proctor hammer did not reach the minimum tensile strength requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompaction. =650 \0$aModified proctor. =650 \0$aFull depth reclamation. =650 \0$aPavement rehabilitation. =650 \0$aPavement maintenance. =650 \0$aRehabilitation (Maintenance) =650 14$aFull depth reclamation. =650 24$aPavement rehabilitation. =650 24$aCompaction. =650 24$aSuperpave gyratory compactor. =650 24$aModified proctor. =700 1\$aHenrichs, C.,$eauthor. =700 1\$aBraham, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150229.htm =LDR 03874nab a2200505 i 4500 =001 JTE20150156 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150156$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150156$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1150 =082 04$a668.412$223 =100 1\$aNazzal, Munir D.,$eauthor. =245 10$aField Evaluation of Infrared Asphalt Heater/Reclaimer Patching Method /$cMunir D. Nazzal, Sang Soo Kim, Ala Abbas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe main objective of this paper was to evaluate the performance and cost-effectiveness of the tow-behind combination infrared asphalt heater/reclaimer patching method and to compare it to the throw and roll and spray injection methods. To achieve this, a comprehensive testing program that included installing over 45 patches using the three considered methods and monitoring the performance and survivability of those patches was performed. The results of this testing program indicated that the infrared method had much lower productivity than the other two methods. In addition, the throw and roll method had better productivity than the spray injection method. Improper storage of the infrared heater/reclaimer equipment was also found to cause problems in igniting the infrared heater, which significantly increased the patching duration. In general, most of the deterioration in the patches installed using the different methods occurred in the first month of installation and continued after that but at a much slower rate. The infrared patches had significantly better performance than those installed using the two other patching methods. The main distress in infrared patches was raveling, while the main distress was dishing for the throw and roll and the spray injection patches. The results of survivability analyses also indicated that the patches installed using infrared had much longer expected life than those installed using the other two considered methods. The results of the cost analyses showed that the infrared method can be more cost effective than the spray injection method when used for winter pothole patching. For short-term repairs, the throw and roll method was found to cost less than the infrared method if the user costs were not considered. However, for permanent repairs, the infrared method could be more cost effective than the throw and roll method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpray injection. =650 \0$aPothole patching. =650 \0$aInfrared heater/reclaimer. =650 \0$aInjection molding of plastics. =650 \0$aManufacturing processes. =650 14$aPothole patching. =650 24$aInfrared heater/reclaimer. =650 24$aSpray injection. =700 1\$aKim, Sang Soo,$eauthor. =700 1\$aAbbas, Ala,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150156.htm =LDR 03502nab a2200553 i 4500 =001 JTE20150190 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150190$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150190$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aHou, Shuguang,$eauthor. =245 10$aAggregate Gradation Influence on Grouting Results and Mix Design of Asphalt Mixture Skeleton for Semi-Flexible Pavement /$cShuguang Hou, Tao Xu, Kai Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aIn this study, to design a satisfactory asphalt mixture skeleton for semi-flexible pavement (SFP), the effects of aggregate gradation on grouting results of porous asphalt mixture were analyzed based on the test results of 22 aggregate gradations. Moreover, the mix design method of asphalt mixture skeleton was also discussed. Results indicated that the grouting effects of asphalt mixture skeleton were affected by its internal void interconnectivity, including the morphological characteristics, structure, and size of pores, instead of the initial void volume (VV). The grouting effects of asphalt mixture skeleton were influenced by the fine aggregate at the specific particle size levels. An increase in the mixing proportion of coarse aggregates could improve the grouting effects. A valid mix design approach was developed to prepare the asphalt mixture skeleton of SFP. Finally, engineering properties of the grouted mixture specimens were validated. It was concluded that the aggregation gradation design was a very important aspect in effecting the grouting results of an asphalt mixture skeleton. Furthermore, the aggregate gradation should be selected to facilitate the cement slurry to permeate in full thickness of the asphalt mixture skeleton layer. This could be used to direct the design of asphalt mixture skeleton toward lessening field failures on the SFP. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMix design. =650 \0$aCement slurry. =650 \0$aAggregate gradation. =650 \0$aSemi-flexible pavement. =650 \0$aAsphalt mixture skeleton. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aSemi-flexible pavement. =650 24$aAggregate gradation. =650 24$aMix design. =650 24$aAsphalt mixture skeleton. =650 24$aCement slurry. =700 1\$aXu, Tao,$eauthor. =700 1\$aHuang, Kai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150190.htm =LDR 03667nab a2200553 i 4500 =001 JTE20150061 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150061$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150061$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aAngeles-Herrera, D.,$eauthor. =245 10$aInfluence of Non-Metallic Inclusions on the Fracture-Toughness Properties on the Longitudinal Welding of an API 5L Steel Pipeline /$cD. Angeles-Herrera, A. Albiter-Hernández, R. Cuamatzi-Meléndez, A. de J. Morales-Ramirez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aIn previous works, it was demonstrated that the average fracture-toughness values were higher in the circumferential-longitudinal direction (CL) than in the circumferential-radial direction (CR) on the longitudinal submerged arc welding (SAW) in API 5L pipeline steel. Nevertheless, such differences in fracture-toughness values were attributed to the density distribution of microstructural phases and porosity, but the effect of non-metallic inclusions on this fracture property was not considered; therefore, the present work analyzed the effect of non-metallic inclusions on the fracture-toughness values by fractographic and electron diffraction scattered analyses. The results showed the presence of titanium (Ti), calcium (Ca), and aluminum (Al) constituents in the non-metallic inclusions for the CR direction of the pipeline. These elements tended to form compounds that promoted brittle-fracture by cleavage, decreasing the toughness properties of the weld. For the CL direction analysis, the elements presented on the non-metallic inclusions were manganese (Mn), silicon (Si), and sulfur (S), which promoted the nucleation and coalescence of cavities, all of which were typical for ductile fracture. Calculations on the KIC showed that the non-metallic inclusions with elements of Ti, Ca, and Al contributed to lower KIC values on the CR direction under analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture-toughness. =650 \0$aLongitudinal welding. =650 \0$aNon-metallic inclusions. =650 \0$aTransversal orientation. =650 \0$aLongitudinal orientation. =650 \0$afracture mechanics. =650 14$aNon-metallic inclusions. =650 24$aLongitudinal welding. =650 24$aLongitudinal orientation. =650 24$aTransversal orientation. =650 24$aFracture-toughness. =700 1\$aAlbiter-Hernández, A.,$eauthor. =700 1\$aCuamatzi-Meléndez, R.,$eauthor. =700 1\$aMorales-Ramirez, A. de J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150061.htm =LDR 03487nab a2200493 i 4500 =001 JTE20150314 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150314$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150314$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aLi, H. H.,$eauthor. =245 10$aMechanical Responses of Rock Joints With Regular Asperities Under Various Shear Rates Investigated by Double Shear Test /$cH. H. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aTo study the mechanical responses of rock joints within a wide range of shear rates, this study develops a horizontal gripping mechanism to improve a double shear test device. Artificial rock joints, including planar and regular asperities with dip angles of 15° and 30°, are produced for conducting double shear tests under constant normal load within the shear rate range of 10-2-101 mm/s. Experimental results demonstrate that, though normalized by applied normal stress, the shear stiffness of the planar joints has a semi-logarithmic linear relationship with normalized shear rates. For rock joints with regular asperities, the shear rate, asperity dip angle, and normal stress influence the failure modes of asperities. When the shear rate is lower than the threshold shear rate, the asperity dip angles after the shear process and the peak dilation angles of the 15° regular joints increase with increasing the shear rate, whereas these two parameters tend to decrease in the cases of the 30° regular joints. The peak friction angles of both planar and regular rock joints have a semi-logarithmic linear relationship with normalized shear rates. The increasing peak friction angles of rock joints at different shear rates after sliding or local cut-off failures are derived mainly from increased basic friction angles. Both the basic friction angles of rock joints and the shear strength of asperities rise as the shear rate increases when asperity cut-off occurs. However, the quantitative effect of these two factors on the increase of peak friction angle requires further study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRock joint. =650 \0$aShear rate. =650 \0$aShear strength. =650 \0$aDouble shear test. =650 \0$aShear (Mechanics) =650 14$aShear rate. =650 24$aDouble shear test. =650 24$aShear strength. =650 24$aRock joint. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150314.htm =LDR 03190nab a2200541 i 4500 =001 JTE20150118 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150118$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150118$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aNorouzi, Amirhossein,$eauthor. =245 10$aRuggedness Study of Dynamic Modulus Testing of Asphalt Concrete in Indirect Tension Mode /$cAmirhossein Norouzi, Y. Richard Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe modulus is one of the primary asphalt mixture properties used for the mechanistic performance prediction of asphalt pavements. Dynamic modulus testing is a common method of measuring mixture modulus as a function of loading frequencies and temperatures. This paper presented the results of a ruggedness study of dynamic modulus testing in indirect tension mode to evaluate the factors that were most likely to affect the final results. Specimen thickness, air void content, gauge length, test temperature, and horizontal strain level, which are the critical factors that affect the dynamic modulus of asphalt concrete, were selected for the ruggedness analysis. Two different asphalt mixtures with the participation of two laboratories were used in the study. Based on the selected values for the different variables, air void content was found to be the significant factor that affected dynamic modulus testing and dynamic modulus values. The other factors did not appear to have a major impact on the test results; however, reasonable tolerances were obtained for the other parameters investigated in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aField cores. =650 \0$aIndirect tension. =650 \0$aAsphalt materials. =650 \0$aRuggedness analysis. =650 \0$aDynamic modulus testing. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt materials. =650 24$aField cores. =650 24$aDynamic modulus testing. =650 24$aIndirect tension. =650 24$aRuggedness analysis. =700 1\$aKim, Y. Richard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150118.htm =LDR 04154nab a2200577 i 4500 =001 JTE20150335 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150335$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150335$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aFaneco, T. M. S.,$eauthor. =245 10$aStrength and Fracture Characterization of a Novel Polyurethane Adhesive for the Automotive Industry /$cT. M. S. Faneco, R. D. S. G. Campilho, F. J. G. Silva, R. M. Lopes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aAdhesive bonding by structural adhesives has been used for several decades, helping to solve various problems related to the conventional joining techniques, such as welding, riveting, or bolting. Adhesive joints present less structural weight, lower manufacturing cost, the possibility to join different materials, and high fatigue strength. The increasing use of composite materials also helped to the growing use of adhesive joints, since these do not break the reinforcing fibers' continuity. An adhesive joint is mainly subjected to peel and shear loads. However, the knowledge of the tensile (E) and shear (G) moduli of the adhesive, and its tensile (?f) and shear failure strengths (?f), is not enough to predict the joint behavior. In fact, the critical strain energy release rate in tension (GIc) and shear (GIIc) are equally necessary for advanced modelling techniques such as cohesive zone modelling (CZM). This work aimed to study a novel structural polyurethane adhesive to obtain material property data that can be further used for the strength prediction of bonded structures. With this purpose, 4 tests were performed: tensile testing to bulk specimens, shear testing with thick adherend shear tests (TAST), double-cantilever beam (DCB), and end-notched flexure (ENF) tests. These tests will allow values to be determined for the mechanical and fracture properties of the adhesive in tension and shear. The parameters to predict the strength of adhesive joints with this adhesive by various methods were provided, ranging from the easy to apply analytical methods to the most advanced numerical methods available nowadays. A detailed comparison is also undertaken with an adhesive of the same family. The obtained results were in close agreement with the few data provided by the manufacturer (E and ?f), while fracture data was also provided with a good agreement between data reduction schemes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctility. =650 \0$aFracture toughness. =650 \0$aEnd-notched flexure. =650 \0$aStructural adhesive. =650 \0$aDouble-cantilever beam. =650 \0$aShear (Mechanics) =650 14$aStructural adhesive. =650 24$aDuctility. =650 24$aFracture toughness. =650 24$aBulk. =650 24$aThick adherend shear test. =650 24$aDouble-cantilever beam. =650 24$aEnd-notched flexure. =700 1\$aCampilho, R. D. S. G.,$eauthor. =700 1\$aSilva, F. J. G.,$eauthor. =700 1\$aLopes, R. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150335.htm =LDR 03300nab a2200529 i 4500 =001 JTE20140412 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140412$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140412$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aQiu, S.,$eauthor. =245 10$aInvestigation on 3D 1-mm Pavement-Surface-Model-Based AASHTO PP69-10 Rutting Parameters /$cS. Qiu, K. C. P. Wang, W. Wang, J. Q. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aRutting measurement is critical to modern pavement modeling and management. Over the years, pavement rutting has been measured manually or using limited-point automated devices. However, such lagging technologies and outdated protocols have led to the "rutting depth"-only convention, which compromises the application of rutting data. Recently, the new three-dimensional (3D) 1-mm pavement-surface model produced with a novel system is capable of providing pavement engineers full-lane-width high-resolution transverse profiles for rutting analysis. Multiple rutting characteristics, such as rutting cross-sectional area and deformation, can be consistently derived based on the new AASHTO protocol PP69-10. To provide insight into PP69-10 rutting parameters, bulks of transverse profile data collected from the Arkansas National Highway System (NHS) are analyzed in this study. The value range of PP69-10 deformation parameter is modeled in this study and the relationship of rutting depth measured with the traditional method and the new PP69-10 method is established. Furthermore, the correlations among different PP69-10 rutting attributes are examined. Results presented in this study will be helpful to highway agencies in shifting the state of the practice of rutting measurement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProtocol. =650 \0$aRutting depth. =650 \0$aRutting measurement. =650 \0$aPavements, Asphalt concrete. =650 14$aRutting measurement. =650 24$a3D 1 mm. =650 24$aRutting depth. =650 24$aProtocol. =650 24$aAASHTO PP69-10. =700 1\$aWang, K. C. P.,$eauthor. =700 1\$aWang, W.,$eauthor. =700 1\$aLi, J. Q.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140412.htm =LDR 03890nab a2200565 i 4500 =001 JTE20150435 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150435$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150435$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA487 =082 04$a620.1/65$223 =100 1\$aSuru, M.-G.,$eauthor. =245 10$aAFM Evaluation of Pre-Straining Degree Effects on the Dimensions of Stress Induced Martensite Plates in Fe-Mn-Si Based SMAs /$cM.-G. Suru, N.-M. Lohan, E. Mihalache, B. Pricop, M. Mocanu, L.-G. Bujoreanu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aBy means of atomic force microscopy (AFM) measurements, the evolution of surface relief characteristics of stress induced martensite plates was investigated on the surface of polished Fe-14Mn-6Si-9Cr-5Ni and Fe-28Mn-6Si-5Cr (mass. %) shape memory alloys (SMAs), subjected to various pre-straining degrees. Pre-straining degree was chosen as an independent variable, considering its influence on the reverse transformation of martensite. The specimens were cast by means of a levitation induction furnace and hot rolled to 1 mm-thickness in order to better reveal the shape memory phenomena. The specimens, cut by spark erosion to "dog-bone" shapes, were pre-strained by means of a tensile testing machine at room temperature (RT). The gauges of elongated specimens were analyzed by AFM. Qualitative 2D analyses were performed on AFM micrographs. Quantitative evaluations were based on systematic dimensional measurements of martensite profiles, allowing the determination of the average values of plate widths and heights for four pre-straining degrees of the two SMA systems under study. The variation tendencies of average values of martensite plate widths and heights with increasing the pre-straining were examined under the form of increasing rates of the plate widths and heights. The results show that, for the two SMA systems studied, the average widths and heights of stress-induced martensite plates varied between 80 and 188 nm for Fe-14Mn-6Si-9Cr-5Ni and between 101 and 192 nm for Fe-28Mn-6Si-5Cr. These dimensions experienced an increasing tendency with pre-straining degree, with a rate of about 30 nm/ % pre-strain. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurface profile. =650 \0$aTensile pre-straining. =650 \0$aAtomic force microscopy. =650 \0$aShape memory effect. =650 \0$aShape memory alloys. =650 14$aAtomic force microscopy. =650 24$aShape memory alloys. =650 24$aStress-induced martensite. =650 24$aSurface profile. =650 24$aTensile pre-straining. =700 1\$aLohan, N.-M.,$eauthor. =700 1\$aMihalache, E.,$eauthor. =700 1\$aPricop, B.,$eauthor. =700 1\$aMocanu, M.,$eauthor. =700 1\$aBujoreanu, L.-G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150435.htm =LDR 03206nab a2200577 i 4500 =001 JTE20150168 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150168$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150168$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA403 =082 04$a515/.2433$223 =100 1\$aDey, Papan,$eauthor. =245 10$aReal Time Implementation of 3-Phase 4-Wire Shunt Hybrid Active Power Filter Based on PI Controller /$cPapan Dey, Shameem Ahmad, Saad Mekhilef, Fadi M. Albatsh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThis paper presents an active and reactive (D-Q) current control method to generate the required reference current for three phase four wire shunt hybrid active filter (SHAPF) to solve power system network problems. Here, the passive elements of SHAPF have been used for compensation of reactive power and lower order harmonics and the active part mitigates the higher order harmonics. A modified phase lock loop has been used to handle the double frequency element of non-ideal voltages. A PI controller is used in the DC voltage loop for minimization of unwanted power loss inside the inverter. The simulation has been conducted in MATLAB/SIMULINK environment for ideal and unbalanced mains voltage condition. A laboratory prototype has been built on dSPACE1104 platform to verify the feasibility of the suggested SHAPF controller. From the simulation and experimental results the robustness of the proposed SHAPF controller has been proved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPI controller. =650 \0$aActive power filter. =650 \0$aHarmonic compensation. =650 \0$aPhase lock loop (PLL) =650 \0$aHarmonic analysis. =650 \0$aFunctional analysis. =650 \0$aProbabilities. =650 14$aActive power filter. =650 24$aHarmonic compensation. =650 24$aPhase lock loop (PLL) =650 24$aPI controller. =650 24$aSynchronous reference frame (SRF) method. =650 24$aTotal harmonic distortion (THD) =700 1\$aAhmad, Shameem,$eauthor. =700 1\$aMekhilef, Saad,$eauthor. =700 1\$aAlbatsh, Fadi M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150168.htm =LDR 03095nab a2200529 i 4500 =001 JTE20150322 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150322$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150322$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS592.6.O73 =082 04$a631.4/17$223 =100 1\$aShaban, A. M.,$eauthor. =245 10$aDevelopment of the Miniaturized Pressuremeter Test to Evaluate Unbound Pavement Layers /$cA. M. Shaban, P. J. Cosentino. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe development of a reliable field test that can be utilized to determine in situ pavement characteristics is discussed in this work. The developed device, which is a modified version of the PENCEL pressuremeter has a 6-in. inflatable probe capable of measuring field stress-strain response of the soils without worrying about edge effects of thin unbound granular layers. A roadway project was selected to conduct some preliminary field measurements in its subgrade layer. The PENCEL pressuremeter (PPMT) along with the miniaturized pressuremeter (MPMT) were used during the testing program to check the performance of the new device, and to validate its results. The results indicated that strength and stiffness properties of poorly graded sand subgrade, measured from running the miniaturized pressuremeter, compare well with those measured from the PENCEL pressuremeter. The MPMT data can be employed as essential inputs to evaluate existing pavement structures as part of a pavement-management system, and as critical inputs in empirical design methods of new flexible pavements and/or pavement overlays. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoils. =650 \0$aModulus. =650 \0$aPavement. =650 \0$aPressuremeter. =650 \0$aSewage sludge. =650 \0$aSoils$xOrganic compound content. =650 14$aSoils. =650 24$aPressuremeter. =650 24$aModulus. =650 24$aPavement. =650 24$aStress-strain relationship. =700 1\$aCosentino, P. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150322.htm =LDR 03414nab a2200649 i 4500 =001 JTE11215J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11215J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11215J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN685 =082 04$a669/.028/4$223 =100 1\$aSyamala Rao, BC.,$eauthor. =245 10$aEvaluation of Erosion Resistance of Metallic Materials and the Role of Material Properties in Correlations /$cBC. Syamala Rao, P. Veerabhadra Rao, NS. Lakshmana Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aA study of the correlations between material properties and normalized erosion resistance (inverse of erosion rates) of various materials tested in the rotating disk and the flow venturi at various intensities indicates that different individual properties influence different stages of erosion. At high and low intensities of erosion, energy properties predominate the phenomenon, whereas at intermediate intensities strength and acoustic properties become more significant. However, both strength and energy properties are significant in the correlations for the entire spectrum of erosion when extensive cavitation and liquid impingement data from several laboratories involving different intensities and hydrodynamic conditions are considered. The use of true material properties improved the statistical parameters by 3 to 37%, depending on the intensity of erosion. It is possible to evaluate qualitatively the erosion resistances of materials based on the true stress-true strain curves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aCavitation. =650 \0$aIntensities. =650 \0$aPredictions. =650 \0$aCorrelations. =650 \0$aCharacteristics. =650 \0$aStatistical analysis. =650 \0$aTrue material properties. =650 \0$aDrop tests (impact tests) =650 \0$aIndustrial Chemistry/Chemical Engineering. =650 \0$aElectrometallurgy. =650 14$aCorrelations. =650 24$aErosion. =650 24$aCavitation. =650 24$aDrop tests (impact tests) =650 24$aCharacteristics. =650 24$aIntensities. =650 24$aStatistical analysis. =650 24$aTrue material properties. =650 24$aPredictions. =700 1\$aVeerabhadra Rao, P.,$eauthor. =700 1\$aLakshmana Rao, NS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11215J.htm =LDR 02805nab a2200589 i 4500 =001 JTE11217J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11217J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11217J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aBogar, FD.,$eauthor. =245 14$aThe Influence of Bulk-Solution-Chemistry Conditions on Marine Corrosion Fatigue Crack Growth Rate /$cFD. Bogar, TW. Crooker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aAn exploratory study has been conducted to determine the influence of bulk-solution-chemistry conditions on corrosion fatigue crack growth rate in high strength alloys. Various solutions commonly employed in studies relating to marine corrosion were evaluated for their relative severity in crack growth rate tests. Related aspects involving aeration and applied cathodic potential were included. The results indicate that bulk-solution-chemistry conditions can influence measured values of corrosion fatigue crack growth rate by as much as a factor of three; however, the relative severity of various solutions can vary, depending on alloy composition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aSeawater. =650 \0$aCorrosion. =650 \0$aAluminum alloys. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 \0$aFatigue (materials) =650 \0$aStrains and stresses. =650 \0$aMaterials$xFatigue$xTesting. =650 14$aCorrosion. =650 24$aFatigue (materials) =650 24$aCrack propagation. =650 24$aSteels. =650 24$aAluminum alloys. =650 24$aSeawater. =650 24$aFracture mechanics. =700 1\$aCrooker, TW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11217J.htm =LDR 02769nab a2200553 i 4500 =001 JTE11216J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11216J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11216J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aDeans, WF.,$eauthor. =245 12$aA Simple and Sensitive Method of Monitoring Crack and Load in Compact Fracture Mechanics Specimens Using Strain Gages /$cWF. Deans, CE. Richards. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe calibrated strain on the back face (the face opposite that from which the slot is machined) of compact tension (CT) and T-type wedge-opening-loading (WOL) specimens provides a method for measuring crack length when the load is known or for measuring load when the crack length is known. The method is simple, reliable, sensitive, and inexpensive. A good correlation was achieved between strain measurements on a CT specimen and values computed from a two-dimensional finite element analysis. The method has good potential for developing into a more sensitive crack length measurement technique than has previously been achieved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoads (forces) =650 \0$aBack-face strain. =650 \0$aCrack propagation. =650 \0$aFractures (materials) =650 \0$aStress intensity factor. =650 \0$aMetals$xFracture. =650 \0$aSelf-organizing systems. =650 14$aCrack propagation. =650 24$aLoads (forces) =650 24$aFractures (materials) =650 24$aLinear elastic fracture mechanics. =650 24$aBack-face strain. =650 24$aStress intensity factor. =700 1\$aRichards, CE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11216J.htm =LDR 02367nab a2200529 i 4500 =001 JTE11218J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11218J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11218J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/12$223 =100 1\$aFrench, RH.,$eauthor. =245 10$aUse of the Double Torsion Method to Study Crack Propagation in an Adhesive Layer /$cRH. French, R. Raj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThe double torsion technique offers a simple method of studying crack propagation in adhesive layers. The method has been applied successfully to obtain crack-velocity versus crack-extension-force curves for fracture in bonds constructed from an epoxy and a nylon-impregnated adhesive. The thickness of the adhesive layer is found to have a significant effect on the fracture behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesives. =650 \0$aComposites. =650 \0$aCrack propagation. =650 \0$aFractures (materials) =650 \0$aMetals$xFracture. =650 \0$aMachine parts$xMaterials$xFractures. =650 \0$aMachine design. =650 14$aAdhesives. =650 24$aFractures (materials) =650 24$aCrack propagation. =650 24$aComposites. =700 1\$aRaj, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11218J.htm =LDR 02898nab a2200541 i 4500 =001 JTE11221J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11221J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11221J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531/.382$223 =100 1\$aPaolinelis, SG.,$eauthor. =245 10$aThree-Point Bending at Large Deflections of Beams with Different Moduli of Elasticity in Tension and Compression /$cSG. Paolinelis, SA. Paipetis, PS. Theocaris. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAn analytical investigation of three-point bending at large deflections was carried out with materials exhibiting different moduli of elasticity in tension and in compression. It was found that the solutions developed by the authors elsewhere for equal moduli materials were still valid, provided that load and beam depths were replaced by equivalent values derived by multiplying the actual values by factors that were functions of the moduli ratio only. The moduli ratio, even for small deviations from unity, was found to influence the behavior of the system considerably. Interaction with friction at the supports could render experimental results unreliable, and hence complete knowledge of the reaction forces during the bending test, both by magnitude and direction, appears to be necessary. Experimental evidence appears to support the present theoretical predictions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBending. =650 \0$aTension. =650 \0$aDeflection. =650 \0$aCompression. =650 \0$aBeams (supports) =650 \0$aElasticity. =650 14$aBending. =650 24$aDeflection. =650 24$aBeams (supports) =650 24$aCompression. =650 24$aTension. =700 1\$aPaipetis, SA.,$eauthor. =700 1\$aTheocaris, PS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11221J.htm =LDR 02717nab a2200613 i 4500 =001 JTE11214J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11214J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11214J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413 =082 04$a620.12$223 =100 1\$aFindley, WN.,$eauthor. =245 12$aA Tower Extensometer /$cWN. Findley, JK. Lepper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA self-contained extensometer is described for rapid and highly accurate tension testing of several samples of rigid plastics over the entire range from zero load through fracture. The instrument has high sensitivity and linearity; negligible friction, backlash, and dead zone; a construction that permits installation after the specimen is located in the machine and that permits leaving the instrument on during fracture; and a design that averages the strain of the specimen. The instrument may also be used on metals whose hardness is significantly less than that of the gage points. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEpoxy. =650 \0$aStresses. =650 \0$aExtensometers. =650 \0$aTension tests. =650 \0$aPlastics testing. =650 \0$aSpeed of testing. =650 \0$aPlastics extensometer. =650 \0$aStress-strain of epoxy. =650 \0$aExtensometer. =650 \0$aStrain gages. =650 14$aExtensometers. =650 24$aTension tests. =650 24$aStresses. =650 24$aPlastics testing. =650 24$aPlastics extensometer. =650 24$aSpeed of testing. =650 24$aEpoxy. =650 24$aStress-strain of epoxy. =700 1\$aLepper, JK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11214J.htm =LDR 03090nab a2200577 i 4500 =001 JTE11220J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11220J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11220J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.1/127$223 =100 1\$aBaram, JC.,$eauthor. =245 10$aAcoustic Emission Monitoring of High-Temperature Cyclic Oxidation Damage in a Titanium-Aluminum-Vanadium Alloy /$cJC. Baram, D. Itzhak, M. Rosen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe feasibility of using acoustic emission techniques to monitor high-temperature thermal cycling oxidation damage in Ti-6Al-4V was studied between 600 and 900°C. Acoustic emission distribution analysis was applied to discriminate between different mechanical processes that lead to spalling of the oxide layers. It has been proven that acoustic emission follows very closely the exact material oxidation damage mechanism. Plastic deformation and partial stress relief in the oxide alloy system give rise to increasing emission of low peak amplitude pulses. Cracking and fracture of the oxide's scale, followed by spalling, produce a high rate of acoustic emission, with an increased fraction of high peak amplitude pulses. Nondestructive monitoring of oxidation damage in Ti-6Al-4V by acoustic emission was shown to be able to predict the onset of catastrophic spalling of the oxide's scale. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aOxidation damage. =650 \0$aAcoustic measurement. =650 \0$aCatastrophic spalling. =650 \0$aThermal cycling tests. =650 \0$aNondestructive monitoring. =650 \0$aAcousticemissiontesting. =650 14$aAcoustic measurement. =650 24$aStresses. =650 24$aThermal cycling tests. =650 24$aOxidation damage. =650 24$aTi-6Al-4V. =650 24$aNondestructive monitoring. =650 24$aCatastrophic spalling. =700 1\$aItzhak, D.,$eauthor. =700 1\$aRosen, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11220J.htm =LDR 02527nab a2200565 i 4500 =001 JTE11219J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11219J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11219J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a620.1/96$223 =100 1\$aFlynn, PL.,$eauthor. =245 10$aCohesive Bond Strength Prediction for Adhesive Joints /$cPL. Flynn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAn analytical study was carried out to derive the acoustic spectral response of an attenuating bond line. A similar effort was done to relate the time-base response of an attenuating bond line to the material properties of the adhesive. In this study, resonance separation, ultrasonic amplitude ratio, and resonance depth were related to the acoustic impedance, attenuation, and sound velocity of the adhesive layer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesive bonding. =650 \0$aBonding strength. =650 \0$aStrength prediction. =650 \0$aAcoustic measurement. =650 \0$aNondestructive testing. =650 \0$aUltrasonic spectroscopy. =650 \0$aAggregates (Building materials)$xTesting. =650 \0$aAsphalt$xTesting. =650 \0$aHeat of wetting. =650 14$aBonding strength. =650 24$aAdhesive bonding. =650 24$aAcoustic measurement. =650 24$aNondestructive testing. =650 24$aUltrasonic spectroscopy. =650 24$aStrength prediction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11219J.htm =LDR 02765nab a2200553 i 4500 =001 JTE12263J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12263J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12263J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aWindelberg, D.,$eauthor. =245 10$aGeometry of Solidification. I :$bShrinkage Criterion Using Results from Finite Element Analysis /$cD. Windelberg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe solidification of molten base material often produces porous or cracked products. Following the investigations of Hansen and Sahm, we try to optimize the product in relation to fewer pores, cracks, and tensions: therefore, we observe the process of solidification of the base material. For the modeling of solidification we use the results of a commercial finite-element analysis program that solves the heat transfer equation. We define a criterion that describes the "goodness" of a casting and discuss the results of the calculation with respect to pores, cracks, and tensions of the product. A "vector of quality" is introduced to describe the results as a certification of the product and to compare castings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCasting. =650 \0$aCriterion. =650 \0$aShrinkage. =650 \0$aQuality vector. =650 \0$aSolidification. =650 \0$aFinite-element analysis. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aCasting. =650 24$aSolidification. =650 24$aFinite-element analysis. =650 24$aCriterion. =650 24$aShrinkage. =650 24$aQuality vector. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12263J.htm =LDR 03029nab a2200529 i 4500 =001 JTE12270J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12270J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12270J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD96.M3 =082 04$a543.6502461$223 =100 1\$aOssadnik, S.,$eauthor. =245 10$aDetermination and Calculational Minimization of the Nonlinearity of a Vis-NIR-Spectrophotometer Using the Double Aperture Method /$cS. Ossadnik, G. Naundorf, G. Schwedt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe determination of the nonlinearity of spectrophotometers is essential for evaluating instrument performance. Nonlinearity is cause mainly by the detector system. Indirect methods, e.g., using calibrated filters or standard solutions, to determine these small deviations are not reliable for high-accuracy measurements. Typical uncertainties are in the order of ± 0.003 Abs. (0.5 to 1% of stated transmittance). The double aperture method is based on the principle of light addition. It is a direct method that requires no secondary transmission or concentration measurements. With the double aperture mask, two light beams are produced that can be measured separately or additively. In an ideal linear system, the sum of the separate readings is equal to the additive reading. The deviation in a real system represents a degree of nonlinearity. Through simple mathematical considerations a correction term can be found. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNonlinearity. =650 \0$aPhotometric accuracy. =650 \0$aDouble aperture method. =650 \0$aUV-Vis-NIR spectrometry. =650 \0$aMass spectrometry. =650 \0$aSpectrum analysis$xDiagnostic use. =650 14$aDouble aperture method. =650 24$aNonlinearity. =650 24$aPhotometric accuracy. =650 24$aUV-Vis-NIR spectrometry. =700 1\$aNaundorf, G.,$eauthor. =700 1\$aSchwedt, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12270J.htm =LDR 03281nab a2200577 i 4500 =001 JTE12261J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12261J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12261J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP519.9.D45 =082 04$a574.192/85$223 =100 1\$aZhang, J.,$eauthor. =245 10$aModel Tests by Centrifuge of Soil Nail Reinforcements /$cJ. Zhang, J. Pu, M. Zhang, T. Qiu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aSoil nailing is an in situ technique to reinforce slopes in the vadose zone where the soil is partially saturated. In this research, model tests of soil nailing on steep cuttings of an unsaturated silty clay were performed using a centrifuge. The results show that soil nailing can greatly increase the stability of cuttings. The length and density of soil nails have significant effects on the deformation behavior and failure mechanism of the soil-nailed structure. When the ratio between the maximum nail length and the excavation depth (L/H) was 0.32 or 0.34, the model slope was unstable with a prototype spacing less than 1.8 m. However, when the L/H ratio was 0.48 or 0.80, the model slope was substantially stable against global failure under the same spacing. External failure occurred in nailed structures with densely reinforced shorter nails; the prototype spacing was less than 1.29 m and the length ratios were 0.32 and 0.34. Internal failure occurred in nailed structures with sparsely reinforced longer nails: the prototype spacing was 3.6 m and the length ratio was 1.0. The failure surfaces of the nailed cuttings were deeper than that of the cutting without reinforcement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoil nail. =650 \0$aCentrifuge. =650 \0$aFailure mode. =650 \0$aReinforcement. =650 \0$aUnsaturated soil. =650 \0$aZonal centrifuge. =650 \0$aRadioimmunoassay. =650 \0$aCentrifugation, Density Gradient. =650 14$aCentrifuge. =650 24$aSoil nail. =650 24$aReinforcement. =650 24$aUnsaturated soil. =650 24$aFailure mode. =700 1\$aPu, J.,$eauthor. =700 1\$aZhang, M.,$eauthor. =700 1\$aQiu, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12261J.htm =LDR 02352nab a2200469 i 4500 =001 JTE12269J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12269J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12269J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.4.C34 =082 04$a621.37/2$223 =100 1\$aTong, J.,$eauthor. =245 10$aNotes on Direct Current Potential Drop Calibration for Crack Growth in Compact Tension Specimens /$cJ. Tong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aIn using the direct current potential drop method for crack growth measurement, a suitable reference location on the test piece of a compact tension (CT) specimen seems difficult to find and yet is highly desirable for high-temperature long-term testing. This short report presents a possible solution that seems promising based on our preliminary test results. Vanations in the potential and current lead placement were also evaluated for some typical lead configurations in CT specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLead placement errors. =650 \0$aCompact tension specimens. =650 \0$aCalibration. =650 14$aDirect current potential drop. =650 24$aCompact tension specimens. =650 24$aReference potential leads. =650 24$aLead placement errors. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12269J.htm =LDR 02997nab a2200505 i 4500 =001 JTE12264J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12264J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12264J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590 =082 04$a631.4/05$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aHeavy Metal Retention Behavior of Clayey Soils /$cNS. Pandian, A. Sridharan, C. Rajasekhar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aEffective waste management requires the protection of groundwater resources against potential contamination from the leachates generated by the land disposed wastes. In general, waste disposal facilities are lined with impermeable barriers to protect against the migration of leachates into the natural water bodies. Clayey soils, due to their easy availability and economic viability, are normally preferred as liner materials. In this regard, extensive laboratory studies have been conducted on clayed soils to understand their permeability behavior as affected by the permeation of contaminant cationic solutions. It is also known that the clayey soils retain the heavy metal ions due to their surface characteristics. However, relatively little information is available on the retention characteristics of clayey soils. Hence, in this study, an attempt has been made to study the retention characteristics of clayey soils upon permeation of inorganic cationic solutions. The results indicate that the major portion of the retention of metal ions by clayed soils is through ion exchange. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClayey soils. =650 \0$aIon exchange. =650 \0$aHeavy metal retention. =650 \0$aSoils. =650 \0$aSoil science$vPeriodicals. =650 14$aIon exchange. =650 24$aHeavy metal retention. =650 24$aClayey soils. =700 1\$aSridharan, A.,$eauthor. =700 1\$aRajasekhar, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12264J.htm =LDR 03040nab a2200493 i 4500 =001 JTE12268J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12268J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12268J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aDonoso, JR.,$eauthor. =245 14$aThe Calibration Functions of the Arc-Shaped Bend Specimen /$cJR. Donoso, F. Basáez, JD. Landes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe geometry functions of the Common Format Equation developed by Donoso and Landes were evaluated for the arc-shaped bend specimen. A(B), with a span-to-width ratio S/W of 4 and r1/r2 = 0.95. The specimen geometry functions, Gel = C*BW(b/W)?, and Gpl = CBW(b/W)m, in the elastic and the plastic range, respectively, were numerically computed with the aid of a two-dimensional, nonlinear, plane strain finite element analysis. The elastic solution, in the form of an elastic compliance, was compared to values obtained in the concise format from the K-solutions of ASTM E 1290. The plastic solution, on the other hand, was compared with available experimental values. The numerical results showed ? = ?e1 = 2,1185 and m = ?pl = 2,0894 for the A(B) specimen analyzed. As is the case with other bend-type specimen geometry, ? ? m, which indicates that the J-integral may be computed as one single integral form, in terms of total displacement. For this, it is proposed to use as eta values (clastic and plastic) for the A(B) specimen, the same values of ? derived from the K-solution, dependent on the size ratio r1/r2. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalibration functions. =650 \0$aArcshaped bend specimen. =650 \0$aElastic-plastic fracture. =650 \0$afracture mechanics. =650 14$aElastic-plastic fracture. =650 24$aCalibration functions. =650 24$aArcshaped bend specimen. =700 1\$aBasáez, F.,$eauthor. =700 1\$aLandes, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12268J.htm =LDR 02822nab a2200625 i 4500 =001 JTE12265J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12265J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12265J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA324 =082 04$a515.782$223 =100 1\$aSoboyejo, ABO,$eauthor. =245 12$aA New Multiparameter Approach to the Prediction of Wear Rates in Agricultural Sprayer Nozzles /$cABO Soboyejo, HE. Ozkan, JC. Papritan, WO. Soboyejo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aA probabilistic multiparameter approach is presented in this paper for the prediction of the combined effects of multiple variables on wear rates in the material of agricultural sprayer nozzles. The methodology developed is based on the principles of stochastic processes in mathematical statistics, which essentially involve the statistical formulation of the mathematical models of wear rates as functions of the multiple random variables that may affect agricultural sprayer nozzle wear rates, and the determination of the constants of the probabilistic model using multivariate regression analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aModels. =650 \0$aNormal. =650 \0$aNozzle. =650 \0$aLognormal. =650 \0$aProbability. =650 \0$aReliability. =650 \0$aDistributions. =650 \0$aTheory of distributions (Functional analysis) =650 14$aModels. =650 24$aNozzle. =650 24$aWear. =650 24$aDistributions. =650 24$aNormal. =650 24$aLognormal. =650 24$aReliability. =650 24$aProbability. =700 1\$aOzkan, HE.,$eauthor. =700 1\$aPapritan, JC.,$eauthor. =700 1\$aSoboyejo, WO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12265J.htm =LDR 02607nab a2200589 i 4500 =001 JTE12267J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12267J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12267J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aTigdemir, M.,$eauthor. =245 10$aDevelopment of New Low-Cost Indirect Tensile Test Equipment for Bituminous Mixtures /$cM. Tigdemir, M. Karasahin, SF. Kalyoncuoglu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIn order to design pavements analytically, mechanical properties such as elastic modulus and Poisson's ratio should be known. In addition, fatigue and plasuc deformation life of bituminous mixtures have to be known. Marshall mix design, while abandoned in many developed countries, is still in use in Turkey. The reason for using the Marshall mix design is the lack of knowledge by highway authorities of other mix design methods, and the cost of change. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aPneumatic. =650 \0$aFuzzy logic. =650 \0$aIndirect tensile. =650 \0$aRepeated loading. =650 \0$aBituminous mixture. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aIndirect tensile. =650 24$aRepeated loading. =650 24$aFuzzy logic. =650 24$aBituminous mixture. =650 24$aFatigue. =650 24$aPneumatic. =700 1\$aKarasahin, M.,$eauthor. =700 1\$aKalyoncuoglu, SF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12267J.htm =LDR 02864nab a2200541 i 4500 =001 JTE12266J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12266J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12266J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF789.D5 =082 04$a155.9/35$223 =100 1\$aShepherd, D.,$eauthor. =245 10$aEvaluation of the Elevated Temperature Creep Strength of Three Lead-Free Solder Alloys in Soldered Joints /$cD. Shepherd, C. Hagwood, R. Fields. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAmendments to the Safe Drinking Water Act mandated that soldered joints used in potable water systems be free of lead. In addition to lead contents, allowable pressures used in potable water systems are directly related to the elevated temperature creep strengths of the soldered joints. The National Institute of Standards and Technology (NIST) and the Copper Development Association (CDA) investigated the stress rupture behavior of leadfree soldered joints at four temperatures and various applied stresses. An extensive statistical analysis involving maximum likelihood techniques was used to generate estimated threshold stresses (below which failure in the soldered joints did not occur) as a function of composition and temperature. The results of that study for three solder alloys are given. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep strength. =650 \0$aStress rupture. =650 \0$aLead-free solder. =650 \0$aMaximum likelihood. =650 \0$aDisasters. =650 \0$aPsychology, Social. =650 \0$aStress, Psychological. =650 14$aStress rupture. =650 24$aCreep strength. =650 24$aLead-free solder. =650 24$aMaximum likelihood. =700 1\$aHagwood, C.,$eauthor. =700 1\$aFields, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12266J.htm =LDR 03173nab a2200541 i 4500 =001 JTE12262J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12262J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12262J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aJoyce, JA.,$eauthor. =245 10$aAnalysis of a High Rate Round Robin Based on Proposed Annexes to ASTM E 1820 /$cJA. Joyce. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aASTM Committee E08 Task Group E08.08.02 has conducted a round robin to evaluate two new proposed Annexes to Standard E 1820. The round robin involved testing compact and three-point bend specimens at elevated test rates using servohydraulic test machines and then analyzing the resulting data using the normalization method proposed by Landes et al. The test rates were limited so that essentially static (noninertial) analysis could be applied to the results with the objective of obtaining J-integral resistance curves (J-R curves) consistent with those obtained by static tests presently sanctioned by E 1820. The normalization method fits an assumed form of function to the normalized load versus displacement relationship of each specimen and provides a technique to estimate the crack length at each data point. The so-called "normalization function" used is fit to data before crack growth initiates and to one point at the end of the test, for which the final measured crack length is assumed to be available. In this sense it acts as an interpolation scheme to estimate crack lengths and hence crack extensions for use in evaluating the specimen J-R curve. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aDynamic fracture. =650 \0$aCrack propagation. =650 \0$aNormalization method. =650 \0$aElastic-plastic fracture. =650 \0$afracture mechanics. =650 14$aFracture mechanics. =650 24$aElastic-plastic fracture. =650 24$aDynamic fracture. =650 24$aNormalization method. =650 24$aJ-integral. =650 24$aCrack propagation. =650 24$aCTOD. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12262J.htm =LDR 03000nab a2200577 i 4500 =001 JTE12271J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12271J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12271J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT57.95 =082 04$a658.403$223 =100 1\$aHattis, DB.,$eauthor. =245 10$aComparison of the Systems Approach and the Nordic Model and their Melded Application in the Development of Performance-Based Building Codes and Standards /$cDB. Hattis, R. Becker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe Systems Approach and the Nordic Model are methodologies that have been formulated and applied over the past 30 years to the development of performance-based building codes, standards, and specifications. Their respective use of similar terminology has differed, which has led to some confusion and has contributed to the perception that they are, in fact, quite different. Proponents of each methodology have occasionally stated this perception in public forums and by doing so have created the appearance of controversy. However, a comparative analysis of the Systems Approach and the Nordic Model demonstrates that they are, in fact, quite similar and complementary. They can be melded and applied in a productive manner to the current widespread development of performance-based building codes and standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCriteria. =650 \0$aAttributes. =650 \0$aEvaluation. =650 \0$aObjectives. =650 \0$aUser needs. =650 \0$aPerformance statements. =650 \0$aMultiple criteria decision making. =650 \0$aDecision support systems. =650 14$aAttributes. =650 24$aPerformance statements. =650 24$aUser needs. =650 24$aObjectives. =650 24$aCriteria. =650 24$aEvaluation. =650 24$aHierarchy of building elements. =700 1\$aBecker, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12271J.htm =LDR 02562nab a2200517 i 4500 =001 JTE10432J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10432J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10432J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA410 =082 04$a658.5/752$223 =100 1\$aLawson, L.,$eauthor. =245 10$aMicrocracks :$bThe Hazard Function and Reliability Inspection /$cL. Lawson, EY. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aReliability inspections of structures for fatigue cracks are traditionally conducted at equispaced intervals because, it is assumed, the average slope of the hazard function following an inspection does not change from one inspection to the next. This study examines the common case where fatigue cracks nucleate continually over time. In such cases it is found that the slope of the hazard function after inspection may tend to increase from one inspection to the next, suggesting that inspection intervals should decrease with increasing service life. A formalism is introduced that allows calculation of the hazard function from microcrack data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInitiation. =650 \0$aCrack density. =650 \0$aReliability inspection. =650 \0$aHazard Function. =650 \0$aMicrocracks. =650 14$aMicrocracks. =650 24$aCrack density. =650 24$aInitiation. =650 24$aHazard function. =650 24$aReliability inspection. =700 1\$aChen, EY.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10432J.htm =LDR 02514nab a2200505 i 4500 =001 JTE10428J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10428J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10428J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG416 =082 04$a624/.25$223 =100 1\$aMackes, KH.,$eauthor. =245 12$aA Pneumatic Pressure Bag Testing Machine for Applying a Uniform Load to Panels and Pallets /$cKH. Mackes, JR. Loferski, MS. White. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aMethods for applying uniformly distributed loads to structures are evaluated. A detailed description is presented for a pneumatic pressure bag (airbag) testing machine built by researchers at Virginia Polytechnic Institute and State University. A 48 in. (1.219 m) square steel plate with an average thickness of 0.498 in. (0.01265 m) was tested to determine whether the machine delivers a true uniformly distributed load. Experimental results are compared to an analytical solution obtained using the ABAQUS finite element program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFinite element program. =650 \0$aSteel plate. =650 \0$aUniformly distributed load. =650 \0$aPallets. =650 14$aUniformly distributed load. =650 24$aPneumatic pressure bag testing machine. =650 24$aSteel plate. =650 24$aFinite element program. =700 1\$aLoferski, JR.,$eauthor. =700 1\$aWhite, MS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10428J.htm =LDR 02582nab a2200553 i 4500 =001 JTE10427J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10427J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10427J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a629.47$223 =100 1\$aEliasson, J.,$eauthor. =245 10$aAnalysis of the Coherence of Published Data on Aluminum Matrix Composites /$cJ. Eliasson, R. Sandström. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aData on aluminum matrix composites were previously collected from scientific articles and analyzed. The purpose was to make it possible to select composite materials. During data analysis, incomplete representation of the information was discovered in many cases. Since this situation is not uncommon for advanced materials, it was decided to characterize the information that was missing. Important information has been divided into three main groups: mandatory, essential, and recommended meta data, where the meta data is the background information to actual data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aDatabase. =650 \0$aComposite. =650 \0$aMeta data. =650 \0$aAluminum$xFatigue. =650 \0$aAluminum$xThermal properties. =650 \0$aAluminum oxides. =650 \0$aFatigue tests. =650 \0$aMetal matrix composites. =650 14$aAluminum. =650 24$aComposite. =650 24$aDatabase. =650 24$aMeta data. =700 1\$aSandström, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10427J.htm =LDR 02466nab a2200577 i 4500 =001 JTE10426J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10426J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10426J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC330 =082 04$a536/.25$223 =100 1\$aNarendranath, CS.,$eauthor. =245 10$aEffect of Cooling Rate Variables on the Solidification Time and Microstructure of Permanent Mold Magnesium-Treated Iron Castings /$cCS. Narendranath, MN. Srinivasan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper deals with studies on the effect of cooling rate variations on the solidification times and microstructure of permanent mold magnesium-treated cast iron. Cooling rate variations were brought about by changes in the casting size or mold preheating temperature or mold wall thickness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGraphite. =650 \0$aCast iron. =650 \0$aMicrostructure. =650 \0$aPermanent mold. =650 \0$aSolidification. =650 \0$aThermal convection. =650 \0$aHeat conduction. =650 \0$aPorous materials$xThermal properties. =650 14$aCast iron. =650 24$aPermanent mold. =650 24$aSolidification. =650 24$aGraphite. =650 24$aMicrostructure. =650 24$aHeat conduction. =650 24$aThermal convection. =700 1\$aSrinivasan, MN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10426J.htm =LDR 02337nab a2200505 i 4500 =001 JTE10431J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10431J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10431J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD501 =082 04$a620.11223$223 =100 1\$aKim, J-D,$eauthor. =245 10$aEffect of Carbide and Oxide Coating Thickness on Cutting Tool Wear in the Turning Process /$cJ-D Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aIn this investigation, tool grade P20 WC was coated using the Chemical Vapor Deposition (CVD) method. The specimen was coated uniformly with Al2O3 of 1.5 µm thickness over an additional coating of TiC. TiC coating thickness varied at four different thicknesses: 3 µm, 6 µm, 9 µm, and 12 µm. The investigation was conducted with a turning operation in high-strength steel at higher cutting speed. Using SEM and X-ray, the progress of crater wear was carefully observed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarbide. =650 \0$aTool wear. =650 \0$aOxide coating. =650 \0$aCoating thickness. =650 \0$aTiC coating. =650 14$aCoating thickness. =650 24$aTool wear. =650 24$aTiC coating. =650 24$aOxide coating. =650 24$aCarbide. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10431J.htm =LDR 03832nab a2200625 i 4500 =001 JTE10421J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10421J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10421J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC183 =082 04$a541/.33$223 =100 1\$aMoidu, AK.,$eauthor. =245 10$aAnalysis of the Peel Test :$bPrediction of Adherend Plastic Dissipation and Extraction of Fracture Energy in Metal-to-Metal Adhesive Joints /$cAK. Moidu, AN. Sinclair, JK. Spelt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe peel test has been widely used for the mechanical measurement of the adhesion phenomenon. However the proportion of the energy input dissipated plastically within the adherend is a major concern in analyzing peel test data. This paper presents an analytical approach to predict the adherend plastic dissipation in the peel test for metal-to-metal adhesive joints, thereby allowing the fracture energy to be extracted from the test data using an energy balance approach. Expressions are developed for the deflection of an elastic-plastic beam on an elastic foundation, which is then combined with known solutions for the deformation of an elastic-plastic strip under large displacement. The model takes into account both the adhesive and adherend compliance effects on the plastic dissipation. Numerical predictions of the model are presented to gain insight into the effects of adherend properties and peel angle on plastic dissipation in the peel test. It is demonstrated that experimental results with various adherend properties and peel angles are consistent with the predictions of the model. An important conclusion is that for typical structural adhesives, the effects of plastic dissipation may be kept small by using a relatively low yield strength alloy with a thickness much smaller than the critical thickness at which the plastic dissipation effect is a maximum. The extraction of the fracture energy from the test data is also discussed with regard to the mixed-mode nature of the peel test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPeel test. =650 \0$aMode ratio. =650 \0$aEnergy balance. =650 \0$aFracture energy. =650 \0$aElastic foundation. =650 \0$aPlastic dissipation. =650 \0$aElastic-plastic beam. =650 \0$aAdhesive joints. =650 \0$aAdhesives. =650 \0$aButt joint. =650 14$aPeel test. =650 24$aMetal-to-metal adhesive joints. =650 24$aPlastic dissipation. =650 24$aFracture energy. =650 24$aEnergy balance. =650 24$aElastic-plastic beam. =650 24$aElastic foundation. =650 24$aMode ratio. =700 1\$aSinclair, AN.,$eauthor. =700 1\$aSpelt, JK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10421J.htm =LDR 03057nab a2200541 i 4500 =001 JTE10429J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10429J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10429J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.1/8$223 =100 1\$aXu, Y.,$eauthor. =245 12$aA Modified Miniature Disk Test for Determining Material Mechanical Properties /$cY. Xu, Z. Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper briefly describes the apparatus and experimental procedure for the modified miniature specimen test (MMST). The primary focus is on the thought and methodology of converting data. The accuracy and reliability of test results are emphasized. The fundamental relations for converting experimental data are established via analysis of elastic-plastic bulge deformation behavior of a middle-thick circular plate loaded at the center for which the circumference is fixed and points at the boundary can move in a radial direction. The formulas for calculating materials strength and ductility have been derived from the relation. Three types of unirradiated materials whose strengths are different and one kind of 316 SS irradiated by protons were tested with MMST. The test results along with the standard deviations are presented. The comparison of these data with that for uniaxial tension tests is also given. The evaluation of material equivalent fracture strain was also performed with the MMST. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aDuctility. =650 \0$aConversion data. =650 \0$aMechanical properties. =650 \0$aComposites. =650 \0$aComposite materials$xMechanical properties. =650 14$aModified miniature specimen test (MMST) =650 24$aMiddle-thick circular plate. =650 24$aElastic-plastic bulge deformation. =650 24$aConversion data. =650 24$aStrength. =650 24$aDuctility. =700 1\$aZhao, Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10429J.htm =LDR 02786nab a2200517 i 4500 =001 JTE10430J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10430J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10430J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.7 =082 04$a620/.44$223 =100 1\$aWhelan, AE.,$eauthor. =245 10$aCharacterizing Shock Absorbers for Ground Vehicle Simulation /$cAE. Whelan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA new method of ground vehicle shock absorber characterization using lumped acceleration excitation is presented. By using a triangular waveform and lumping the acceleration at the beginning and end of travel, this method produces a 27% larger mapping on the phase plane than traditional harmonic (sinusoidal waveform) excitation characterization. Force response surfaces are created based on the lumped acceleration and on harmonic excitation data. A difference surface is created between the common regions of both force response surfaces. A correlation is made between the response of the lumped acceleration force response surface to harmonic inputs and observed data. Hysteresis effects are noted using the lumped acceleration force response surface at low frequencies. A standard materials testing machine is used to characterize the shock absorber. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShock absorber. =650 \0$aCharacterization. =650 \0$aGround vehicle simulation. =650 \0$aForce response surface. =650 \0$aSurface roughness. =650 \0$aModeling. =650 14$aShock absorber. =650 24$aCharacterization. =650 24$aModeling. =650 24$aForce response surface. =650 24$aGround vehicle simulation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10430J.htm =LDR 02396nab a2200505 i 4500 =001 JTE10424J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10424J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10424J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aMarur, PR.,$eauthor. =245 12$aA Compact Testing System for Dynamic Fracture Studies /$cPR. Marur, KRY Simha, PS. Nair. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aDevelopment of a compact instrumented impacting apparatus for dynamic fracture studies designed on the lines of a swing pendulum machine is described. Salient features of the system and instrumentation calibration procedures are presented. The dynamic characteristics of the system are explained with the aid of a simple inertial model. Results of dynamic fracture experiments conducted on aluminum 6061 alloy and polymethylmethacrylate (PMMA) are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInstrumented impact tests. =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aDynamic fracture toughness. =650 24$aInstrumented impact tests. =650 24$aThree-point bend specimens. =650 24$aCrack propagation velocity. =700 1\$aSimha, KRY,$eauthor. =700 1\$aNair, PS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10424J.htm =LDR 02573nab a2200493 i 4500 =001 JTE10423J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10423J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10423J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1186 =082 04$a671.5/3$223 =100 1\$aVandeput, FR.,$eauthor. =245 10$aStrength Testing of Brittle Materials in Tubular Form Using Elastomeric Inserts /$cFR. Vandeput. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe tensile strength of a brittle material can be determined by bursting of tubular test specimens. A bursting test in which a tube is partially pressurized by an elastomeric insert is described. The results of the bursting test can be correlated with the transverse rupture strength of the material by using statistical fracture theories that take into account the size, stress distribution, and stress state in the test specimens. Bursting and three-point bending tests were conducted on cemented tungsten carbide specimens. The transverse rupture strength obtained from the three-point bending tests was correlated with the hoop strength of the tubes using the Barnett-Freudenthal and Weibull theory of fracture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aBrittle materials. =650 \0$aTungsten carbide. =650 \0$aMetal-cutting tools. =650 \0$aBurst testing. =650 14$aBrittle materials. =650 24$aTungsten carbide. =650 24$aBurst testing. =650 24$aFracture. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10423J.htm =LDR 02949nab a2200505 i 4500 =001 JTE10433J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10433J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10433J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA406 =082 04$a620.1123$223 =100 1\$aTew, BW.,$eauthor. =245 10$aStiffening Effects of Photoelastic Coatings on Orthotropic Plates /$cBW. Tew, DM. Blackketter, RK. Lemmon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aPhotoelastic coatings have been used successfully for years to help engineers understand the stress state within a test specimen or structural component under load. For very stiff specimens, the addition of a photoelastic coating does little to change the stress state within the specimens. However, photoelastic coatings used with relatively flexible specimens have a significant stiffening effect which has been quantified and documented for isotropic materials. Correction factors have been developed that allow the analyst to account for the stiffness added to the specimen by the coating. This technical note addresses the stiffening effect of isotropic photoelastic coatings on orthotropic specimens, and provides orthotropic correction factors needed to correctly interpret stress results obtained using photoelastic analyses. The derivation of these correction factors assumes that loads are applied only along principal planes. Consequently, shear stresses due to specimen orthotropy are not present. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOrthotropic materials. =650 \0$aPhotoelasticity. =650 \0$aExperimental methods. =650 \0$aStress analysis. =650 14$aExperimental methods. =650 24$aPhotoelasticity. =650 24$aOrthotropic materials. =650 24$aStress analysis. =700 1\$aBlackketter, DM.,$eauthor. =700 1\$aLemmon, RK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10433J.htm =LDR 03078nab a2200553 i 4500 =001 JTE10422J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10422J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10422J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227.2 =082 04$a671.5/2$223 =100 1\$aYee, R.,$eauthor. =245 12$aA Reversing Direct Current Potential Drop System for Detecting and Sizing Fatigue Cracks along Weld Toes /$cR. Yee, SB. Lambert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aSteel welded T-joints with 102 mm thick base plates were fatigue tested in three-point bending. A reversing direct current potential drop (DCPD) system was used to detect the initiation of multiple surface cracks along the transverse weld toes of these joints and to monitor the size and shape of fatigue cracks that developed from these cracks. Potential drop readings were obtained by fixed probes straddling the weld toes and normalized with respect to potential drop readings from a remote reference probe. The normalized potential drop readings from each probe were related to the local crack depth by two-dimensional (2-D) calibrations derived by boundary element analyses and the foil analogue method. The fixed-probe arrangement was able to detect 0.4 mm to 1.0 mm deep surface cracks along the transverse weld toes of the T-joints. The 2-D calibrations were able to predict the crack depth at the deepest points of these cracks to within ±10%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeld toes. =650 \0$aFatigue cracks. =650 \0$aFoil analogue method. =650 \0$aWelded steel T-joints. =650 \0$aWelded joints. =650 \0$aWelded steel. =650 \0$aSteel, Structural$xWelding. =650 14$aReversing direct current potential drop method (DCPD) =650 24$aBoundary element analyses. =650 24$aFoil analogue method. =650 24$aWelded steel T-joints. =650 24$aFatigue cracks. =650 24$aWeld toes. =700 1\$aLambert, SB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10422J.htm =LDR 02483nab a2200517 i 4500 =001 JTE10425J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10425J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10425J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC915 =082 04$a551.57$223 =100 1\$aRuiz, J.,$eauthor. =245 10$aUltra-High-Vacuum Chamber for Environmental-Fatigue Testing /$cJ. Ruiz, M. Elices. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis paper describes an ultra-high-vacuum (UHV) chamber for environmental fatigue crack growth tests. The main components of this testing device are the working chamber, where the test is conducted, the gas entry lines, and the quadrupole chamber, which is used for analyzing the environment. Advice on the assembly and behavior of these components is also given. As an example of the performance of the system, novel results are reported of crack growth rates in an aluminum alloy (AA7017-T651) when tested in high vacuum, pure oxygen, and at different water vapor pressures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aHigh vacuum. =650 \0$aWater vapor. =650 \0$aWater vapor, Atmospheric. =650 \0$aCrack growth rate. =650 14$aEnvironmental crack growth. =650 24$aHigh vacuum. =650 24$aWater vapor. =650 24$aCrack growth rate. =650 24$aFatigue. =700 1\$aElices, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10425J.htm =LDR 02697nab a2200505 i 4500 =001 JTE100588 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100588$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100588$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD101 =082 04$a617.4/71044$223 =100 1\$aNoda, N-A,$eauthor. =245 10$aStress Intensity Formulas for Three-dimensional Cracks in the Vicinity of an Interface /$cN-A Noda, B. Liang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aIn this study, stress intensity formulas are considered in terms of the square root of area parameter to evaluate arbitrary shaped defects or cracks in the vicinity of an interface.Here "area" is the projected area of the defect or crack.Stress intensity factors for an elliptical crack parallel to a bimaterial interface are considered with varying the distance, aspect ratio of the crack, and combinations of material's elastic constants.Also, stress intensity factors of an interface crack and a crack in a functionally graded material are investigated.Then, it is found that the maximum stress intensity factors normalized by the square root of area are always insensitive to the crack aspect ratio.They are given in a form of formulas useful for engineering applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aFracture mechanics. =650 \0$aBimaterial interface. =650 \0$aStress intensity factor. =650 \0$aFractures. =650 14$aFracture mechanics. =650 24$aStress intensity factor. =650 24$aBimaterial interface. =650 24$aCrack. =700 1\$aLiang, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100588.htm =LDR 03598nab a2200493 i 4500 =001 JTE100136 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100136$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100136$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK6575 =082 04$a621.38$223 =100 1\$aChen, DH.,$eauthor. =245 10$aUsing Nondestructive Testing Technologies to Assist in Selecting the Optimal Pavement Rehabilitation Strategy /$cDH. Chen, T. Scullion. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA comprehensive evaluation of pavement condition and an understanding of the underlying causes of pavement distress is vital in selecting the optimal rehabilitation strategy. Three projects were investigated in this study to demonstrate the application of nondestructive testing technologies in this election process. Ground Penetrating Radar (GPR), Falling Weight Deflectometer(FWD), and Dynamic Cone Penetrometers (DCP) were successfully used on these TxDOT projects. GPR was employed successfully to locate defects in the hot mix surface layer that were responsible for the chronic distress on US 69.This roadway was rehabilitated previously but the strategy used had not addressed the root cause of the pavement problem. FWD and DCP data were also used to determine the structural capacity or layer moduli of the pavement system that allows the designer to derive the overlay thickness. Coring and trenching were utilized to verify the defects detected in the GPR data. The advantage of nondestructive testing is that it provides a comprehensive evaluation of sub surface conditions throughout the entire project, not only at locations where coring and trenching are performed. Furthermore, GPR was employed to verify a rehab design of an old JCP pavement on SH 73. Originally, the plan called for pressure grouting to fill the subsurface voids. However, GPR found no voids under the JCP slab; this was validated in subsequent coring. Therefore the GPR results helped district personnel to eliminate the cost of the pressure grouting. For comparison purposes, GPR results from IH 45 and US 82 (where there were voids under JCP slabs) were utilized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNondestructive testing. =650 \0$aRehabilitation strategy. =650 \0$aRadar. =650 \0$aDetectors. =650 14$aNondestructive testing. =650 24$aGround Penetrating Radar (GPR) =650 24$aRehabilitation strategy. =650 24$aFalling Weight Deflectometer. =700 1\$aScullion, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100136.htm =LDR 02865nab a2200505 i 4500 =001 JTE100329 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100329$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100329$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531/.382$223 =100 1\$aZhang, B.,$eauthor. =245 10$aNew Method for Testing Fiber-reinforced Polymer Rods Under Flexure /$cB. Zhang, R. Masmoudi, B. Benmokrane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper provides a new test method to determine the flexural properties of FRP reinforcing rods for material specifications, research and development, quality assurance, and structural design and analysis.This test method specifies the requirements of four-point flexural tests on FRP rods used in place of steel reinforcement or prestressing tendon in concrete on the basis of the knowledge gained from research results.This test method follows the ASTM standard test methods with some modifications according to the intended purpose and easy realization of the tests.Furthermore, flexural verification tests have been conducted on six sizes of diameters of GFRP rods, from #3 to #8 and each having six specimens.The test results were discussed and compared with that obtained from the three-point flexural tests as specified by the ASTM standard test method for flexural properties of fiber reinforced pultruded plastic rods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlexural strength. =650 \0$aModulus of elasticity. =650 \0$aElasticity. =650 \0$aElastic properties. =650 14$aFiber-reinforced polymer (FRP) =650 24$aFlexural strength. =650 24$aModulus of elasticity. =650 24$aRod. =700 1\$aMasmoudi, R.,$eauthor. =700 1\$aBenmokrane, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100329.htm =LDR 03097nab a2200565 i 4500 =001 JTE100184 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100184$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100184$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC665.E38 =082 04$a537.6$223 =100 1\$aHanumantha Rao, B.,$eauthor. =245 10$aAccelerated Diffusion Test on the Intact Rock Mass /$cB. Hanumantha Rao, A. Dalinaidu, DN. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b49 =520 3\$aContaminant transport through intact rock mass is predominantly diffusive and its modeling using the conventional laboratory tests is extremely time consuming. In addition, maintaining constant ambient conditions over a long duration is difficult and practically impossible. This necessitates modification of the conventional laboratory diffusion experiments so that the diffusion of ions through the intact rock mass is accelerated. To achieve this, researchers have employed an electric field across the samples of concrete and clays. However, the influence of the applied electric field on diffusion characteristics of the intact rock mass has not been studied in detail. With this in view, diffusion tests were conducted on the samples of chalk and sandstone by applying electric fields of different strength. Details of the testing methodology are presented in this paper. Efforts were also made to study the influence of the applied electric field on diffusion characteristics of these rocks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDiffusion. =650 \0$aElectric field. =650 \0$aIntact rock mass. =650 \0$aAccelerated tests. =650 \0$aContaminant transport. =650 \0$aElectric fields. =650 \0$aField theory (Physics) =650 \0$aElectromagnetic fields. =650 14$aContaminant transport. =650 24$aDiffusion. =650 24$aAccelerated tests. =650 24$aIntact rock mass. =650 24$aElectric field. =700 1\$aDalinaidu, A.,$eauthor. =700 1\$aSingh, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100184.htm =LDR 02808nab a2200685 i 4500 =001 JTE100475 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100475$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100475$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC929.H6 =082 04$a551.5/253$223 =100 1\$aDilek, U.,$eauthor. =245 10$aDeicer Salt Scaling Resistance of Concrete Containing Manufactured Sands /$cU. Dilek, ML. Leming. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aManufactured sands are produced by crushing rock deposits to produce a fine aggregate which is generally more angular and has a rougher surface texture than naturally weathered sand particles.Manufactured sands can also contain significant quantities of rock dust.As natural sand deposits become depleted near some areas of metropolitan growth, the use of manufactured sands as a replacement fine aggregate in concrete is receiving attention. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavements. =650 \0$aRock dust. =650 \0$aAngularity. =650 \0$aAir content. =650 \0$aSalt scaling. =650 \0$aBlended sands. =650 \0$aFines content. =650 \0$aFrost durability. =650 \0$aManufactured sand. =650 \0$aMineral admixtures. =650 \0$aFrost. =650 \0$aFreezing. =650 14$aDeicer salt scaling resistance. =650 24$aSalt scaling. =650 24$aManufactured sand. =650 24$aPavements. =650 24$aManufactured fine aggregate. =650 24$aFrost durability. =650 24$aAngularity. =650 24$aFines content. =650 24$aRock dust. =650 24$aAir content. =650 24$aMineral admixtures. =650 24$aBlended sands. =700 1\$aLeming, ML.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100475.htm =LDR 02766nab a2200565 i 4500 =001 JTE100622 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100622$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100622$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531/.382$223 =100 1\$aShindo, Y.,$eauthor. =245 10$aEffect of Magnetic Field on Fatigue Crack Propagation of Single-Edge Cracked Soft Ferromagnetic Specimens under Mode I Loading /$cY. Shindo, I. Shindo, F. Narita. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe purpose of this paper is to investigate the effect of magnetic field on the fatigue crack growth behavior of nickel iron soft ferromagnetic materials under Mode I loading.Fatigue crack growth tests were conducted using single-edge cracked tension specimens in a magnetic field, and the effects of magnetic field and loading condition on the crack growth rates were examined.Magnetic field effect on the stress intensity factor range also was discussed for a single-edge cracked soft ferromagnetic strip.The fracture surfaces were examined by scanning electron microscopy to correlate with fatigue characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aCrack growth. =650 \0$aMaterial testing. =650 \0$aMagnetoelastic analysis. =650 \0$aElasticity. =650 \0$aElastic properties. =650 14$aElasticity. =650 24$aMagnetoelastic analysis. =650 24$aMaterial testing. =650 24$aScanning electron microscopy. =650 24$aSoft ferromagnetic materials. =650 24$aFatigue. =650 24$aCrack growth. =700 1\$aShindo, I.,$eauthor. =700 1\$aNarita, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100622.htm =LDR 02990nab a2200565 i 4500 =001 JTE100045 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100045$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100045$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aLee, K.,$eauthor. =245 10$aDynamic Modulus of Asphalt Mixtures for Development of Korean Pavement Design Guide /$cK. Lee, H. Kim, N. Kim, Y. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis paper presents the dynamic modulus of asphalt mixtures with granite aggregate which are highly common in Korea. Dynamic modulus was determined by the simplified master curve using test data covering a large range of temperatures from ?10°C to 55°C. Four different asphalt mixtures were evaluated in this paper. Four specimens were chosen to evaluate mixtures with two different aggregates (13 mm, 19 mm) except for two different asphalt binders(PG 58-22, PG 64-16). In addition, the mixture was controlled air void (2,4, 6%) and asphalt content based on optimum asphalt binder by a Superpavegyratory compactor. It adopts sigmoidal function and compressive dynamic modulus test data obtained at a matrix combination of different frequencies and test temperatures. The experimental dynamic modulus values were compared against modulus values obtained from the predictive equations proposed by NCHRP 1-37AMEPDG. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhase angle. =650 \0$aMaster curve. =650 \0$aAsphalt mixture. =650 \0$aDynamic modulus. =650 \0$aSigmoidal function. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aAsphalt mixture. =650 24$aDynamic modulus. =650 24$aMaster curve. =650 24$aPhase angle. =650 24$aSigmoidal function. =700 1\$aKim, H.,$eauthor. =700 1\$aKim, N.,$eauthor. =700 1\$aKim, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100045.htm =LDR 02619nab a2200493 i 4500 =001 JTE100122 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100122$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100122$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF482 =082 04$a612.744$223 =100 1\$aMinak, G.,$eauthor. =245 10$aComparison of Different Methods for Fatigue Limit Evaluation by Means of the Monte Carlo Method /$cG. Minak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aDifferent methods for the determination of the fatigue or endurance limit of metallic materials are commonly used. They provide different results and it is not possible to know a priori which is more accurate. We tested numerically a number of these methods by means of Monte Carlo simulation, so that it was possible to compare the result to the known exact value. We performed uniaxial fatigue testing as well on a steel containing nonmetallic inclusions in two different states (annealed and hardened) and on a cast aluminum alloy, and we found the fatigue limit according to the methods considered. The results obtained confirmed that in cases of materials containing inclusions or voids the application of the methods analyzed could give inaccurate results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStaircase. =650 \0$aFatigue limit. =650 \0$aProjection methods. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aFatigue limit. =650 24$aProjection methods. =650 24$aStaircase. =650 24$aMonte Carlo simulation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100122.htm =LDR 03139nab a2200553 i 4500 =001 JTE100028 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100028$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100028$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF463.U5 =082 04$a153.4$223 =100 1\$aBeges, G.,$eauthor. =245 10$aAmbiguities in Technical Standards-Case Study IEC 60112-Measuring the Resistance of Solid Isolating Materials to Tracking /$cG. Beges, E. Stare, J. Drnovsek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe paper deals with unclear and incomplete specifications in technical standards and discusses, as a consequence, the ambiguities in specifying testing requirements or even the absence of important facts in the standard. It deals in particular with the technical standard related to the EU Low Voltage Directive(73/23/EEC) for ensuring the safety of electric equipment. These facts are becoming more and more important since the required measurement uncertainty, according to EN ISO/IEC 17025 standard for calibration and testing laboratories is widely implemented and accepted especially with the emerging European and global markets. Placing of products on the market depends on the results of conformity testing against specific characteristics. Therefore, given the importance of standardized test procedures, common understanding of specifications and harmonized interpretation of measuring/testing results is of utmost importance. Regarding measurement/test results, the agreement on influential parameters, contribution to the overall uncertainty is of paramount importance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSafety. =650 \0$aStandard. =650 \0$aTest procedure. =650 \0$aConformity assessment. =650 \0$aambiguity. =650 \0$aUncertainty. =650 14$aStandard. =650 24$aTest procedure. =650 24$aSafety. =650 24$aAmbiguity. =650 24$aConformity assessment. =650 24$aIEC 60112. =700 1\$aStare, E.,$eauthor. =700 1\$aDrnovsek, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100028.htm =LDR 02489nab a2200517 i 4500 =001 JTE100082 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100082$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100082$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.A4 =082 04$a546/.673$223 =100 1\$aBacha, A.,$eauthor. =245 10$aMeasuring Stress Strain Curves to Large Strains on Sheet Metal /$cA. Bacha, M. Feuerstein, C. Desrayaud, H. Klöcker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe stress-strain response of aluminium sheet has been determined by a novel plane strain compression test on laminated samples up to equivalent strains of 1.2. The test sample is composed of several sheet layers glued together, machined to shape, and then compressed in a lubricated channel diealong the "thin" directions. This simple test has been validated by a comparison of finite element simulations and experimental results. The stress-strain curves can be considered accurate up to strains of 1.2. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRolled sheet. =650 \0$aLarge deformation. =650 \0$aStress strain curve. =650 \0$aAluminum. =650 14$aLarge deformation. =650 24$aStress strain curve. =650 24$aAluminium automotive alloy. =650 24$aRolled sheet. =700 1\$aFeuerstein, M.,$eauthor. =700 1\$aDesrayaud, C.,$eauthor. =700 1\$aKlöcker, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100082.htm =LDR 02967nab a2200517 i 4500 =001 JTE100181 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100181$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100181$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE571 =082 04$a551.3$223 =100 1\$aPan, T.,$eauthor. =245 10$aQuantification of Coarse Aggregate Surface Texture Using Image Analysis /$cT. Pan, E. Tutumluer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aAggregate surface texture affects the performance of pavement and railroad track structural layers, such as the unbound aggregate base/ballast, asphalt concrete, and Portland cement concrete.A quantitative surface texture (ST) index is defined in this paper based on image analysis to measure the irregularities on the surface of coarse aggregate particles in the extent that is not characterized by the commonly used large-scale morphological descriptors, such as flatness, elongation, and angularity.Using an image analysis approach referred to as erosion and dilation, the new ST index quantifies the coarse aggregate surface irregularities at the pixel level.Samples of natural gravel and crushed aggregate were used in establishing a realistic range for the ST index independent of particle size.The effectiveness and practical applicability of the defined ST index in characterizing aggregate surface texture were evaluated by measuring surface irregularities or texture of commonly used coarse aggregate materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImage analysis. =650 \0$aSurface texture. =650 \0$aCoarse aggregate. =650 \0$aErosion and dilation. =650 \0$aErosion. =650 \0$aSedimentation and deposition. =650 14$aCoarse aggregate. =650 24$aSurface texture. =650 24$aImage analysis. =650 24$aErosion and dilation. =700 1\$aTutumluer, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100181.htm =LDR 02792nab a2200529 i 4500 =001 JTE100159 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100159$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100159$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC137.5 =082 04$a531/.112$223 =100 1\$aUlugergerli, EU.,$eauthor. =245 10$aStatistical Correlations Between Seismic Wave Velocities and SPT Blow Counts and the Relative Density of Soils /$cEU. Ulugergerli, O. Uyanik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe relation between seismic P and S-wave velocities, standard penetration test blow counts (SPT-N) and relative density are the subject of our research. We focused especially on variations of SPT-N versus seismic velocities and relative density versus seismic velocities. Contrary to the traditional approach, the scattered nature of the graphs led us to define the empirical relations as upper and lower bounds instead of single average curves. The values, calculated from the upper and lower limits, have large ranges and, therefore, span whole observable values of the site and geological unit. The wideness of the range between the upper and lower limit recommends that if a geotechnical parameter is required for the assessment of the soil condition; direct gathering from the field or core sample must be employed for a realistic evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aP-wave. =650 \0$aS-wave. =650 \0$aDensity. =650 \0$aSeismic velocities. =650 \0$aSpeed. =650 \0$aVelocity. =650 14$aSPT. =650 24$aSeismic velocities. =650 24$aDensity. =650 24$aP-wave. =650 24$aS-wave. =700 1\$aUyanik, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100159.htm =LDR 03574nab a2200613 i 4500 =001 JTE100168 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100168$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100168$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQK495.A17 =082 04$a583/.28$223 =100 1\$aSilva, A.,$eauthor. =245 10$aTowards the Development of Accelerated Methods for Assessing the Durability of Wood Plastic Composites /$cA. Silva, BL. Gartner, JJ. Morrell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aWhile wood plastic composites have gained an increasingly large share of the market for decks and other outdoor structures, there are many questions about the long-term potential for biodeterioration of these materials. While the plastic does appear to retard moisture uptake, thereby slowing the rate of degradation, a number of laboratory and field studies have found that fungal attack can occur. One approach to addressing this issue is to alter the WPC by either adding biocides or altering structure to retard fungal attack; however, assessing the durability of these new materials poses a challenge because of the lack of standard methods for accelerating the decay. In this study, we explored the use of agar, soil, vermiculite, and liquid media for accelerating the decay rates of pine and maple based WPCs under laboratory conditions. Agar and soil proved to be the most effective substrates, although the agar systems were far easier to prepare, but the degree of fungal attack was a function of moisture uptake. Thicker samples, which tended to absorb moisture more slowly, tended to have sharply lower weight losses. Maple WPCs tended to be more susceptible to fungal attack than those made with pine, suggesting that altering the wood source could be one simple method for enhancing durability without supplemental biocides. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrown rot. =650 \0$aWhite rot. =650 \0$aPostia placenta. =650 \0$aTrametes versicolor. =650 \0$aGloeophyllum trabeum. =650 \0$aHigh-density polyethylene. =650 \0$aMaple. =650 \0$aAcer. =650 14$aWood plastic composite (WPC) =650 24$aMaple. =650 24$aPine. =650 24$aHigh-density polyethylene. =650 24$aWhite rot. =650 24$aBrown rot. =650 24$aGloeophyllum trabeum. =650 24$aPostia placenta. =650 24$aTrametes versicolor. =700 1\$aGartner, BL.,$eauthor. =700 1\$aMorrell, JJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100168.htm =LDR 03062nab a2200493 i 4500 =001 JTE100044 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100044$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100044$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN416 =082 04$a398/.364$223 =100 1\$aMackes, Kurt H.,$eauthor. =245 10$aMissionary Ridge Fire Cost Assessment /$cKurt H. Mackes, Dennis L. Lynch, Stephen K. Kelly, Mike Eckhoff. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aCapturing the true cost of wildland fire events is critical for providing a sound basis for public policy. Recently, Lynch [1] suggested additional factors to consider in addition to suppression costs as a means for gaging a fire's total cost. In this study a similar evaluation was done for the second largest fire in Colorado during the 2002 wildland fire season. The Missionary Ridge fire burned 70 475 acres of land in southwestern Colorado in June and July of 2002. Costs associated with the fire were analyzed and separated into three categories: (1) direct costs, (2) rehabilitation costs, and (3) impact costs. Direct costs during the fire wereUSD90 276 323, rehabilitation costs totaled USD8 732 608, and impact costs that occurred after fire containment through 2003 amounted toUSD50 499 849. Impact costs were still accruing at the time this study was completed. In addition, special values were also considered, including the death of a firefighter, wilderness acreage burned, and loss of sensitive species habitat. These costs were estimated to beUSD3 404 410. The total cost of the fire to date was estimated at USD152 803 785 or more than USD2168 per acre. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFire costs. =650 \0$aMissionary Ridge Fire. =650 \0$aFire. =650 \0$aCombustion. =650 14$aMissionary Ridge Fire. =650 24$aFire costs. =700 1\$aLynch, Dennis L.,$eauthor. =700 1\$aKelly, Stephen K.,$eauthor. =700 1\$aEckhoff, Mike,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100044.htm =LDR 02180nab a2200493 i 4500 =001 JTE10951J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10951J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10951J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN69.8 =082 04$a614/.1$223 =100 1\$aChipperfield, CG.,$eauthor. =245 12$aA Summary and Comparison of J Estimation Procedures /$cCG. Chipperfield. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe various methods available for estimating the value of the J integral for standard fracture toughness specimens are summarized and compared theoretically and on the basis of available experimental data. Tentative recommendations are made as to which particular methods of analysis should be included in the posttest evaluations of J. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aCrack propagation. =650 \0$aFractures (materials) =650 \0$aFractures. =650 \0$aForensic Anthropology. =650 \0$aFractures, Bone. =650 14$aFractures (materials) =650 24$aStresses. =650 24$aCrack propagation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10951J.htm =LDR 03452nab a2200613 i 4500 =001 JTE10953J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10953J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10953J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA478 =082 04$a620.1/7/23$223 =100 1\$aDorward, RC.,$eauthor. =245 10$aMarine Atmosphere Stress Corrosion Tests on Precracked Specimens from High-Strength Aluminum Alloys :$bEffect of Corrosion-Product Wedging /$cRC. Dorward, KR. Hasse, WJ. Helfrich. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aStress corrosion tests on precracked double-cantilever beam specimens from 2000- and 7000-series aluminum alloys have been in progress for up to seven years at a marine-atmosphere exposure site near Daytona Beach, Fla. One of the most significant results of these tests concerns the effects of specimen self-loading (because of exfoliation and corrosion-product wedging) on the relative crack growth resistance of different alloys. Self-loading is apparently affected by copper content but is not limited to copper-bearing alloys. Copper-free alloy 7039-T64, for example, showed self-loading effects after 3 to 4 years' exposure. Naturally aged 2XXX alloys and peak-aged, copper-containing 7XXX alloys were most sensitive to self-loading, usually showing the effects within six months. However, cracks in 7075-T73, a stress corrosion resistant alloy, also continued to propagate at rates that were not insignificant after several years' exposure, whereas alloy 2024-T851 appeared more resistant to corrosion-product wedging than 7075-T73. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum alloys. =650 \0$aStress corrosion. =650 \0$aFracture mechanics. =650 \0$aPrecracked specimens. =650 \0$aCorrosion environments. =650 \0$aCorrosion-product wedging. =650 \0$aAluminum alloys$xStress corrosion. =650 \0$aSteel alloys$xStress corrosion. =650 \0$aTitanium alloys$xStress corrosion. =650 14$aStress corrosion. =650 24$aAluminum alloys. =650 24$aCorrosion environments. =650 24$aPrecracked specimens. =650 24$aMarine atmosphere exposure. =650 24$aFracture mechanics. =650 24$aCorrosion-product wedging. =650 24$aThreshold stress intensity. =700 1\$aHasse, KR.,$eauthor. =700 1\$aHelfrich, WJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10953J.htm =LDR 02275nab a2200541 i 4500 =001 JTE10956J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10956J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10956J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1555 =082 04$a774$223 =100 1\$aNathan, SS.,$eauthor. =245 10$aHolographic Interferometry Study of Chemical Bond of Concrete to Smooth Steel Rods /$cSS. Nathan, SD. Mehta, A. Selvarajan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA method has been proposed to study the characteristics of bond between steel and concrete. The method involves a bond pullout test and holographic interferometry and is suitable for investigating the two stages of bond, adhesive and frictional. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBonding. =650 \0$aPullout test. =650 \0$aInterferometers. =650 \0$aReinforced concrete. =650 \0$aHolographicinterferometry. =650 \0$aHolographie. =650 14$aReinforced concrete. =650 24$aInterferometers. =650 24$aBonding. =650 24$aPullout test. =650 24$aHolographic interferometry. =700 1\$aMehta, SD.,$eauthor. =700 1\$aSelvarajan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10956J.htm =LDR 03523nab a2200685 i 4500 =001 JTE10952J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10952J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10952J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.C9 =082 04$a669/.96/3$223 =100 1\$aLamba, HS.,$eauthor. =245 10$aProportional Biaxial Cyclic Hardening of Annealed Oxygen-Free High-Conductivity Copper /$cHS. Lamba, OM. Sidebottom. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aCyclic-dependent hardening of annealed metals is by now a well-known experimental phenomenon. The annealed metal, when cycled between equal tensile and compressive strain limits, develops increasing stresses with each strain reversal. However, most previous experimental work on cyclic hardening has been restricted to axial or torsional loading. In this investigation hollow circular cylinders of annealed oxygen-free high-conductivity copper were subjected to combined axial-torsional cyclic proportional strain histories. The stress-strain histories for different proportional strain paths were correlated on the basis of effective stresses and strains defined previously by Tresca and Mises, and the correlations using Tresca's definitions were shown to be more representative than those of Mises. Power law hardening constants were determined for each stress-strain reversal. The power law hardening constants for axial cycling were predicted with reasonable accuracy from the corresponding torsional constants by employing correlations based on Tresca's definitions of effective stresses and strains. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAxial. =650 \0$aCopper. =650 \0$aTorsional. =650 \0$aLoads (forces) =650 \0$aAnnealed copper. =650 \0$aYield condition. =650 \0$aCyclic hardening. =650 \0$aEffective strain. =650 \0$aEffective stress. =650 \0$aHardening (materials) =650 \0$aDeformational plasticity. =650 \0$aCopper-titanium alloys. =650 \0$aPrecipitationhardening. =650 14$aHardening (materials) =650 24$aCopper. =650 24$aLoads (forces) =650 24$aCyclic hardening. =650 24$aAnnealed copper. =650 24$aDeformational plasticity. =650 24$aYield condition. =650 24$aEffective stress. =650 24$aEffective strain. =650 24$aAxial. =650 24$aTorsional. =700 1\$aSidebottom, OM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10952J.htm =LDR 03059nab a2200649 i 4500 =001 JTE10950J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10950J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10950J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC965.C77 =082 04$a363.11/967721/0975$223 =100 1\$aLawson, R.,$eauthor. =245 10$aComparison of Cotton Fiber Fineness and Maturity on Air-Flow Instruments /$cR. Lawson, HH. Ramey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aFineness and maturity measures were compared on two groups of cotton samples tested with the Micronaire, Arealometer, and IIC-Shirley fineness/maturity tester; one group was also tested with the Causticaire and sodium hydroxide maturity methods. Most correlations of the various parameters were high for Group A samples composed of four cultivars of Gossypium hirsutum L. The correlations were usually lower for Group B, which was made up of three species and several cultivars. Comparable parameters from different instruments were not always on the same level because of different calibration standards and procedures. However, if the correlation between methods is high, one can move from one measurement to another with a regression equation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFineness. =650 \0$aMaturity. =650 \0$aMicronaire. =650 \0$aArealometer. =650 \0$aCausticaire. =650 \0$aCotton fibers. =650 \0$aAir-flow instruments. =650 \0$aMeasuring instruments. =650 \0$aCottonFiber. =650 \0$aDust$ximmunology. =650 \0$aGossypium$xadverse effects. =650 14$aCotton fibers. =650 24$aFineness. =650 24$aMeasuring instruments. =650 24$aMaturity. =650 24$aAir-flow instruments. =650 24$aArealometer. =650 24$aMicronaire. =650 24$aCausticaire. =650 24$aIIC-Shirley fineness/maturity tester. =650 24$aSodium hydroxide maturity. =700 1\$aRamey, HH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10950J.htm =LDR 02446nab a2200577 i 4500 =001 JTE10954J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10954J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10954J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227 =082 04$a671.52$223 =100 1\$aBarbato, G.,$eauthor. =245 10$aDesign and Performance of a Deadweight Standard Rockwell Hardness Testing Machine /$cG. Barbato, S. Desogus, R. Levi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe design principles and main features of a deadweight standard hardness testing machine developed at the Instituto di Metrologia "G. Colonnetti" are described. Vickers and Brinell tests with deadweights ranging from 10 to 187.5 kg may be performed on the machine, which is built mainly for Rockwell A, B, and C scales. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalibrating. =650 \0$aHardness tests. =650 \0$aHardness blocks. =650 \0$aHardness scales. =650 \0$aStandard machine. =650 \0$aRockwell hardness. =650 \0$aOperating conditions. =650 14$aHardness tests. =650 24$aRockwell hardness. =650 24$aCalibrating. =650 24$aHardness scales. =650 24$aStandard machine. =650 24$aHardness blocks. =650 24$aOperating conditions. =700 1\$aDesogus, S.,$eauthor. =700 1\$aLevi, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10954J.htm =LDR 02518nab a2200517 i 4500 =001 JTE10955J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10955J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10955J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA473 =082 04$a620.1/76$223 =100 1\$aTrasi, SR.,$eauthor. =245 10$aImprovement of Sheet Metal Strength by Localized Thermal Shocks /$cSR. Trasi, TR. Hsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aIn two previous papers, the authors presented results of a new process of introducing beneficial residual stresses in a sheet metal strip containing a small circular hole by a single thermal shock applied over an annular region concentric with the hole. In this paper, it is shown that multiple thermal shocks over separate annular regions are considerably more advantageous in introducing such beneficial residual stresses in the same sheet metal and in permitting wider tolerances for such variables as locations, sizes of shock zones, and strengths of the shocks for desired degree of benefit. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aMetal sheets. =650 \0$aThermal shock. =650 \0$aResidual stress. =650 \0$aResidualstresses. =650 \0$aResidualstresses$xHandbooks, manuals, etc. =650 14$aStresses. =650 24$aMetal sheets. =650 24$aThermal shock. =650 24$aResidual stress. =700 1\$aHsu, TR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10955J.htm =LDR 03179nab a2200517 i 4500 =001 JTE10949J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10949J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10949J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1231.A8 =082 04$a363.1791$223 =100 1\$aChopra, KS.,$eauthor. =245 10$aInterlaboratory Measurements of Amphibole and Chrysotile Fiber Concentration in Water /$cKS. Chopra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis paper presents the results of an evaluation of high-magnification microscopic techniques used to analyze fiber contamination in water conducted by an ASTM Task Group under Subcommittee E04.11 on Electron Metallography. These techniques offer a feasible means of measuring relatively low levels of fiber contamination in environmental water samples. Other bulk-type methods lack the needed sensitivity and selectivity. The transmission electron microscope is the best basic instrument for the analysis, particularly when it is equipped with selected area electron diffraction and energy-dispersive spectroscopy capabilities. The mean fiber concentrations by different groups agree within a factor of two. The interlaboratory reproducibility of 50% can be expected in relatively clean water samples unless the concentration is low. In samples with high concentrations of interfering solids, the precision will not be as good. Interlaboratory reproducibility of 25% is as good as the method can provide. When applied on a broad scale there are variable and significant losses associated with the condensation washing of samples containing amphibole. The losses are low and less varible when condensation washing is used to prepare samples containing chrysotile. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAmphiboles. =650 \0$aSerpentine. =650 \0$aWater quality. =650 \0$aEnvironmental tests. =650 \0$aAmphibole. =650 \0$aChrysotile. =650 \0$aEnvironmental Exposure. =650 14$aWater quality. =650 24$aAmphiboles. =650 24$aSerpentine. =650 24$aEnvironmental tests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10949J.htm =LDR 03170nab a2200553 i 4500 =001 JTE14067 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14067$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14067$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aDing, SH.,$eauthor. =245 10$aAccelerated Aging on Sealants and a Quantificational Way to Evaluate the Durability /$cSH. Ding, DZ. Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAccelerated aging tests, exposure to heat aging (80°C) and UVA ultraviolet radiation (50°C), lasting for 5000 h, were carried out, respectively, on five samples of building sealants in this paper to study their durability. Tensile adhesion data, hardness, and visual observations are reviewed following specific exposure times. The results have shown that UV accelerates the weathering on the sealant's appearance while heat quickens the worse of mechanical properties. The study also shows that curves of the time dependences of mechanical properties can be fitted as polynomial, which present in the status of fluctuation during aging and the extents of fluctuation under different aging conditions are considerably different. As a result, the unreasonable conclusion is easily drawn by calculating aging rate when doing data processing. The method of calculating deviation coefficient proposed by the authors can quantificationally evaluate and compare the durability of tested sealants. From the results of calculated deviation coefficient the sensitive degree of sealants to different aging conditions can be noted as well. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSealant. =650 \0$aAging rate. =650 \0$aDurability. =650 \0$aAccelerated aging. =650 \0$aDeviation coefficient. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aSealant. =650 24$aAccelerated aging. =650 24$aDurability. =650 24$aAging rate. =650 24$aDeviation coefficient. =700 1\$aLiu, DZ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14067.htm =LDR 02829nab a2200565 i 4500 =001 JTE14068 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14068$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14068$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aGraefe, W.,$eauthor. =245 14$aThe Activation Energy of the Static Fatigue (Creep of Steel) /$cW. Graefe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aIn an earlier paper [1] the relation ?B = ?? + const. tB-1/4 has been deduced for the time dependence of the strength decrease under a static load. In the formula ?? means the fatigue limit and ?B is the stress causing a fracture after the loading period tB. By application of this formula the activation energy of the static fatigue of glass and of the creep of steel is calculated from experimental data at different temperatures. The activation energy determined for steel corresponds to activation energy for the diffusion of sulfur in iron but corresponds also to the half of the sublimation enthalpy for iron. Therefore, the rate limiting step of the creep of steel at elevated temperatures may be a diffusion of interstitial atoms as well as a quasi-sublimation. A theoretical model is given for the defect growth due to a quasi-sublimation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aGlass. =650 \0$aSteel. =650 \0$aStatic fatigue. =650 \0$aActivation energy. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aStrains and stresses$xTesting. =650 \0$aFatigue. =650 \0$aMaterials. =650 14$aActivation energy. =650 24$aCreep. =650 24$aGlass. =650 24$aIron. =650 24$aStatic fatigue. =650 24$aSteel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14068.htm =LDR 03044nab a2200577 i 4500 =001 JTE12700 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12700$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12700$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aMilan, MT.,$eauthor. =245 10$aSlot Machining Effects on Residual Stress Measurements Using the Crack Compliance Method /$cMT. Milan, WW. Bose Filho, AMS Malafaia, BC. Pelizer, CPO Silva. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe main aim of this paper was to evaluate the practical aspects and compare two of the most common machining techniques employed in the crack compliance (incremental slitting) method for the determination of residual stresses, namely wire electrodischarge machining (WEDM) and circular abrasive saws. For the circular saws, the effect of the rotational speed and blade thickness was also evaluated. Results show that the associated level of errors introduced during thin saw machining can be as low as the results obtained by WEDM machining. However, for practical reasons, WEDM machining offers a better control of cut increment length than sawing techniques. Additionally, higher rotational saw speeds are likely to introduce larger errors in strain readings probably due to higher frictional heat and plasticity generation ahead of the slot tip. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSaw cut. =650 \0$aMachining. =650 \0$aResidual stress. =650 \0$aIncremental slitting. =650 \0$aResidual stresses. =650 \0$aCrack compliance method. =650 14$aCrack compliance method. =650 24$aIncremental slitting. =650 24$aResidual stress. =650 24$aMachining. =650 24$aWire electrodischarge machining. =650 24$aSaw cut. =700 1\$aBose Filho, WW.,$eauthor. =700 1\$aMalafaia, AMS,$eauthor. =700 1\$aPelizer, BC.,$eauthor. =700 1\$aSilva, CPO,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12700.htm =LDR 04239nab a2200589 i 4500 =001 JTE14108 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14108$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14108$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aJoyce, JA.,$eauthor. =245 10$aOn Setting Testing Rate Limitations for the Master Curve Reference Temperature, To, of ASTM E 1921 /$cJA. Joyce, RL. Tregoning, C. Roe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aTests conducted to identify the ductile to brittle transition in ferritic steels have historically been conducted at elevated loading rates since it was understood that this transition was very dependent on the loading rate. By testing at an elevated loading rate, the researcher identified an upper bound transition temperature that could be expected to be conservative for most structural applications. In the development of the Master Curve procedure and the To reference temperature of ASTM E 1921, Standard Test Method for Determination of Reference Temperature, To, for Ferritic Steels in the Transition Range, allowable test rates were restricted to the "quasi-static" regime typical of elastic-plastic fracture toughness standards like E 1290 and E 1820. Since this standard was developed primarily for nuclear pressure vessels in which even a pressurized thermal shock event results in relatively slow loading rates because of the large size of the structures involved, the limitation to rather slow loading rates was not considered to be important. The loading rate allowed by E 1921-03 encompasses approximately two orders of magnitude for dK/dt with dK/dt ? 1.0 Mpa ?m/s, but the standard has not required the direct measurement of the loading rate or the reporting of the actual loading rate. The expectation is that for such a "quasi-static" loading rate the resulting To is not strongly dependent on the loading rate, and the result can be used in "quasi-static" applications without adjustment for the likely difference between test and application loading rates. Recently Hall and Yoon [1] and Wallin [2] have reported results that appear to show that tests conducted over the range of loading rates allowed by E 1921 can result in a difference in the resulting reference temperature of 30 to 50 °C. Wallin has suggested [3] reducing the allowable range of testing to a very narrow factor of 4 centered on dK/dt = 1.0 MPa?m/s, or requiring a correction procedure to account for the test machine rate used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaster curve. =650 \0$aHigh rate testing. =650 \0$aPrecracked Charpy. =650 \0$aRapid fracture toughness. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 \0$aJ integral. =650 14$aFracture toughness. =650 24$aA515 structural steel. =650 24$aRapid fracture toughness. =650 24$aJ integral. =650 24$aMaster curve. =650 24$aDuctile-to-brittle transition. =650 24$aHigh rate testing. =650 24$aPrecracked Charpy. =700 1\$aTregoning, RL.,$eauthor. =700 1\$aRoe, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14108.htm =LDR 03074nab a2200493 i 4500 =001 JTE12696 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12696$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12696$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.W4 =082 04$a671.52/0422$223 =100 1\$aJohan Singh, P.,$eauthor. =245 10$aExperimental Determination of Fatigue Crack Closure in 316 (N) Weld Using a Global CMOD Method /$cP. Johan Singh, SL. Mannan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe crack closure phenomenon is important in order to assess the fatigue crack growth. Hence, the accurate measurement of the opening load of the crack is essential for the determination of the effective stress intensity factor range (?Keff). The crack opening or closing point is commonly measured from load-displacement or load-differential displacement records. In spite of much effort devoted to the measurement and interpretation of closure, there seems to be no accurate method for evaluating the crack closure loads. This paper describes a "global crack mouth opening displacement" (GCMOD) method for the measurement of crack opening load on CT specimens. The crack opening load was determined from the change in the slope of the load versus displacement curve and is used to characterize closure loads in 316 (N) austenitic stainless steel weld at different a/W ratios during fatigue testing. A good correlation was obtained for ?Keff/?K=-0.265 (a/W)+0.590 (for R=0.1) in the range 0.35 <=a/W<=0.55. The loading-unloading hysteresis is clearly observed. Experimental results indicate that the closure load is almost independent of the crack lengths. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack closure. =650 \0$aFatigue crack growth. =650 \0$aCompact tension specimens. =650 14$aFatigue crack growth. =650 24$aCrack closure. =650 24$aGCMOD. =650 24$a316 (N) weld. =650 24$aCompact tension specimens. =700 1\$aMannan, SL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12696.htm =LDR 03105nab a2200541 i 4500 =001 JTE12724 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12724$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12724$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1725 =082 04$a693.8$223 =100 1\$aTian, H.,$eauthor. =245 10$aControl of Noise and Specimen Temperature During 1 kHz Fatigue Experiments /$cH. Tian, D. Fielden, MJ. Kirkham, PK. Liaw. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aBoth sound-proofing and sound-conditioning methods were employed in the construction of a sound-insulation room to house a 1 kHz servohydraulic fatigue testing machine to protect researchers from excessive noises caused by the running machine. The "box inside a box" construction and acoustical foams were used to improve the sound insulation of the room. Special attention was paid to a door, a window, and cable holes. In addition, the specimen self-heating effect during a high-frequency fatigue experiment was found to influence the fatigue life of materials. The specimen temperature in air during fatigue tests at 700 Hz is much higher than at 10 Hz. The fatigue resistance was lessened by a higher specimen temperature. A cooling method using nitrogen gas was employed to control the specimen temperature during fatigue testing. The fatigue lives of specimens in air were generally longer for the tests conducted at 700 Hz with cooling using nitrogen gas, as compared to those without cooling, and were comparable with those at 10 Hz in air. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSound-proofing. =650 \0$aSound-conditioning. =650 \0$aSpecimen temperature. =650 \0$aDwellings$xSound proofing. =650 \0$aExterior walls. =650 \0$aWood$xAcoustic properties. =650 14$a1 kHz fatigue. =650 24$aSound-proofing. =650 24$aSound-conditioning. =650 24$aSpecimen temperature. =700 1\$aFielden, D.,$eauthor. =700 1\$aKirkham, MJ.,$eauthor. =700 1\$aLiaw, PK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12724.htm =LDR 03118nab a2200709 i 4500 =001 JTE12659 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12659$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12659$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.00151825$223 =100 1\$aElzafraney, M.,$eauthor. =245 10$aTesting Techniques and Tools to Determine Properties of Fiber-Reinforced Rods /$cM. Elzafraney, P. Soroushian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aFiber-reinforced polymer (FRP) composite bars are corrosion-proof and provide relatively high strength levels when compared with ordinary steel reinforcement. This study aims to provide comprehensive testing techniques that cover a wide range of FRP bar properties. Techniques and tests to determine mechanical properties of FRP bars such as tensile, flexural, compressive, shear, and bond strength were the scope of this study. Linear thermal shrinkage, creep, and fatigue tests were also considered in this research. Newly-developed instruments were used to conduct the developed tests. Most of the developed and modified tests present consistent results that make them good candidates to evaluate characteristics of FRP rods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aTools. =650 \0$aMethods. =650 \0$aTesting. =650 \0$aConcrete. =650 \0$aProperties. =650 \0$aInstruments. =650 \0$aCharacteristics. =650 \0$aFiber-reinforced polymer. =650 \0$aFinite element method. =650 \0$aSucker rods$xTesting. =650 \0$aFiber-reinforced ceramics$xTesting. =650 \0$aStrains and stresses. =650 14$aFiber-reinforced polymer. =650 24$aFRP. =650 24$aGFRP. =650 24$aBars. =650 24$aRods. =650 24$aTesting. =650 24$aTests. =650 24$aInstruments. =650 24$aTools. =650 24$aProperties. =650 24$aMethods. =650 24$aCharacteristics. =650 24$aConcrete. =700 1\$aSoroushian, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12659.htm =LDR 02600nab a2200517 i 4500 =001 JTE12586 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12586$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12586$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aKamat, SV.,$eauthor. =245 10$aOn Measuring Mixed Mode I/III Fracture Toughness of Ductile Materials Using the Critical Stretch Zone Width /$cSV. Kamat, M. Srinivas, P. Rama Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aMixed mode fracture I/III toughness determination for ductile materials currently uses an empirical equation for the blunting line. A modification based on the use of experimental measurements of the critical stretch zone width (SZWc) for the blunting line is suggested. A further modification, also based on SZWc measurements, that gives a notch root independent mixed mode I/III fracture toughness from a single specimen is described. Mixed mode fracture toughness tests on Armco iron, CP titanium, mild steel, and nickel have been carried out to evaluate these methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlunting line. =650 \0$aConstraint factor. =650 \0$aStretch zone width. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 14$aMixed mode I/III fracture toughness. =650 24$aStretch zone width. =650 24$aBlunting line. =650 24$aConstraint factor. =700 1\$aSrinivas, M.,$eauthor. =700 1\$aRama Rao, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12586.htm =LDR 02892nab a2200625 i 4500 =001 JTE14082 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14082$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14082$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ180.55.M4 =082 04$a509$223 =100 1\$aKonnert, A.,$eauthor. =245 10$aStatistical Rules for Laboratory Networks /$cA. Konnert, C. Berding, S. Arends, C. Parvin, CL. Rohlfing, H-M Wiedmeyer, R. Little, C. Siebelder, C. Weykamp. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aWithin the definition of reference methods, laboratory networks and interlaboratory studies play an important role. To maintain the quality of the results statistical rules for quality control need to be defined. In this note we review statistical rules for the evaluation of laboratories participating in interlaboratory studies as well as data evaluation rules for the calculation of consensus means. The practicality of the derived rules is elaborated for a number of recent HbAlc interlaboratory studies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuality control. =650 \0$aStatistical rules. =650 \0$aInterlaboratory studies. =650 \0$aStatistics for networks. =650 \0$aInternet. =650 \0$aInformation networks. =650 \0$aInformation technology. =650 14$aHbAlc reference standardization. =650 24$aInterlaboratory studies. =650 24$aStatistical rules. =650 24$aQuality control. =650 24$aStatistics for networks. =700 1\$aBerding, C.,$eauthor. =700 1\$aArends, S.,$eauthor. =700 1\$aParvin, C.,$eauthor. =700 1\$aRohlfing, CL.,$eauthor. =700 1\$aWiedmeyer, H-M,$eauthor. =700 1\$aLittle, R.,$eauthor. =700 1\$aSiebelder, C.,$eauthor. =700 1\$aWeykamp, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14082.htm =LDR 03589nab a2200517 i 4500 =001 JTE13178 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE13178$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE13178$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aChang, J-R,$eauthor. =245 10$aApplication of 3D Laser Scanning on Measuring Pavement Roughness /$cJ-R Chang, K-T Chang, D-H Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis study evaluates the use of 3D laser scanning technology to measure pavement roughness. Three 100 m test sections, ranging from smooth to very rough (with apparent cracks, areas of distress, and manholes) were selected to investigate the capability of the 3D laser scanning technology. Rod and level surveys were conducted to establish the reference profile for each test section. In addition, Multiple Laser Profiler (MLP) was employed to measure the multiple paths of each test section. Results from multiple paths of 3D laser scanning were compared with those from MLP and rod and level surveys. The 100 m reference profiles indicate similar results between the 3D laser scanning and rod and level survey. With 95% confidence, the statistical paired-samples T-test indicates that there is no significant variation between the results from rod and level surveys and 3D laser scanning. The data include IRI from 2.83 to 13.15 m/km such that they represent a wide spectrum of pavement conditions. The coefficient of correlation (R2) between the MLP and 3D laser scanning from 20 longitudinal profiles is 0.99. The 3D laser scanning is a static method and thus the data do not have to be filtered and therefore there is no associated cut-off wavelength problem. Based on the results gathered, the 3D laser scanner is able to collect reliable profile data and has high potential to be used as a QC/QA tool for construction acceptance. Through 3D laser scanning technology, pavement engineers are able to visualize the pavement roughness covering the entire pavement width in unprecedented detail that consists of extremely rich and accurate point-cloud data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmoothness. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 \0$aRoughness. =650 14$aRoughness. =650 24$aSmoothness. =650 24$a3D laser scanning. =650 24$aIRI. =700 1\$aChang, K-T,$eauthor. =700 1\$aChen, D-H,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE13178.htm =LDR 02499nab a2200565 i 4500 =001 JTE14007 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14007$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14007$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS195.8 =082 04$a688.8$223 =100 1\$aPaul Singh, S.,$eauthor. =245 10$aMeasurement and Analysis of Vibration Levels in Commercial Truck Shipments in Thailand and Its Impact on Packaged Produce /$cS. Paul Singh, B. Jarimopas, W. Saengnil. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe purpose of this study was to measure and analyze the vibration levels in commercial truck shipments in Thailand. Trucks with leaf spring suspensions are the most common logistics method to move products in South East Asia. This study measured the vibration levels in two of the most commonly used truck types used to ship packaged goods as a function of road condition and vehicle speed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFruit. =650 \0$aTesting. =650 \0$aPackaging. =650 \0$aVibration. =650 \0$aPackaging$xTesting. =650 \0$aShipping. =650 \0$aPallets (Shipping, storage, etc)$xEvaluation. =650 \0$aTruck transport. =650 14$aVibration. =650 24$aTesting. =650 24$aPackaging. =650 24$aTruck transport. =650 24$aFruit. =700 1\$aJarimopas, B.,$eauthor. =700 1\$aSaengnil, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14007.htm =LDR 02901nab a2200565 i 4500 =001 JTE12707 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12707$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12707$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2931 =082 04$a621.31/2429$223 =100 1\$aSato, K.,$eauthor. =245 10$aTracking the Onset of Damage Mechanism in Ceria-based Solid Oxide Fuel Cells under Simulated Operating Conditions /$cK. Sato, H. Omura, T. Hashida, K. Yashiro, H. Yugami, T. Kawada, J. Mizusaki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA simple mechanical damage testing method, combined with Acoustic Emission (AE) monitoring was developed in order to investigate the mechanical performance of solid oxide fuel cells under simulated environments. The damage testing method was applied to ceria electrolyte-supported single cells. The damage process was shown to involve vertical cracking and de lamination in the cathode, and vertical cracking in the electrolyte, and the fracture damage was most likely due to chemical expansion-induced stresses. It was demonstrated that the AE method enabled us to detect the above-mentioned damage process and to determine the condition for the onset of the damage in the single cell. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage mechanism. =650 \0$aAcoustic emission. =650 \0$aCeria-based single cell. =650 \0$aFuel cells. =650 \0$aSolid oxide fuel cells. =650 14$aSolid oxide fuel cells. =650 24$aCeria-based single cell. =650 24$aDamage mechanism. =650 24$aAcoustic emission. =700 1\$aOmura, H.,$eauthor. =700 1\$aHashida, T.,$eauthor. =700 1\$aYashiro, K.,$eauthor. =700 1\$aYugami, H.,$eauthor. =700 1\$aKawada, T.,$eauthor. =700 1\$aMizusaki, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12707.htm =LDR 02914nab a2200493 i 4500 =001 JTE100048 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100048$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100048$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.001/51825$223 =100 1\$aMa, L.,$eauthor. =245 10$aEffects of Steel and Tungsten Carbide Ball Indenters on Rockwell Hardness Measurements /$cL. Ma, SR. Low, J. Fink. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe Rockwell hardness (HR) test is a valuable and widely used indentation hardness test for evaluating mechanical properties of metallic materials. For the Rockwell scales that use a ball indenter, either a steel or tungsten carbide (WC) ball indenter is permitted to be used in the current standards of ASTM International and the International Organization for Standardization. However, significant differences occur in Rockwell hardness tests depending on whether the ball indenter that is used is made of steel or WC. In this paper, finite element analysis is used to simulate the HR indentation process using steel and WC ball indenters on the same test materials under the same testing conditions. The effects of four different sizes of steel and WC ball indenters on different Rockwell hardness scales are studied and compared with the experimental tests. This study provides important approximations of differences between the performance of steel and WC Rockwell hardness indenters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBall indenter. =650 \0$aRockwell hardness test. =650 \0$aFinite element analysis. =650 \0$aEngineering mathematics. =650 14$aBall indenter. =650 24$aFinite element analysis. =650 24$aRockwell hardness test. =700 1\$aLow, SR.,$eauthor. =700 1\$aFink, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100048.htm =LDR 02878nab a2200505 i 4500 =001 JTE12737 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12737$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12737$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a001.4/22$223 =100 1\$aHughes, EM.,$eauthor. =245 10$aDeveloping a Geographical Information System Database and Spatial Analysis for a Forest Biomass Resource Assessment /$cEM. Hughes, KH. Mackes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThis study was done to determine the volume, type, and distribution of forest biomass generated in Larimer County, Colorado. The data were compiled within ArcGISTm, a Geographical Information System (GIS) program to graphically display where they exist. Presenting the data using a GIS format created a clear visual representation of wood supply distribution for Larimer County. The GIS database was developed from many sources, including data provided by the U.S. Forest Service and Colorado State Forest Service, and data from IRS tax records (Agricultural tax credit records). The database summarizes forest biomass generation in terms of harvested acres, volumes, and product type removed. Products were typically in the form of fuelwood, chips, posts, and small saw logs. Data were converted into a format compatible with ArcGISTM, thus contained in one easily understood database. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBioenergy. =650 \0$aForest biomass. =650 \0$aAlternative fuel. =650 \0$aGeology$xStatistical methods$xData processing. =650 \0$aSpatial analysis (Statistics) =650 14$aForest biomass. =650 24$aSmall diameter wood utilization. =650 24$aBioenergy. =650 24$aAlternative fuel. =700 1\$aMackes, KH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12737.htm =LDR 02866nab a2200553 i 4500 =001 JTE12186 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12186$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12186$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.S3 =082 04$a624.1/779$223 =100 1\$aLincoln, JD.,$eauthor. =245 10$aInstrumentation for Determining the Local Damping Capacity in Honeycomb Sandwich Composites /$cJD. Lincoln, LE. Rieger, JC. Earthman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA mechanical percussion probe originally designed for determining the damping capacity of dental implants has been adapted to assess the damping capacity in a localized area of honeycomb sandwich composites without inflicting damage on the structure. The new instrumentation is light, portable, and inexpensive compared with other testing techniques. Furthermore, it allows quick access to areas not easily accessible by ultrasonic methods. The damping capacity of honeycomb sandwich composite structures is of interest to engineers as it reflects the ability of a material to absorb and isolate vibration. Honeycomb sandwich structures with various damping treatments were constructed and accurately evaluated with the instrumentation. Detection capabilities and limitations were also evaluated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrepreg. =650 \0$aHoneycomb. =650 \0$aPeriometer. =650 \0$aLoss factor. =650 \0$aLocal damping capacity. =650 \0$aSandwich construction. =650 \0$aStructural analysis (Engineering) =650 14$aHoneycomb. =650 24$aPrepreg. =650 24$aLoss factor. =650 24$aLocal damping capacity. =650 24$aPeriometer. =700 1\$aRieger, LE.,$eauthor. =700 1\$aEarthman, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12186.htm =LDR 03420nab a2200589 i 4500 =001 JTE12535 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12535$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12535$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS119 =082 04$a630$223 =100 1\$aKumaran, MK.,$eauthor. =245 10$aVapor Permeances, Air Permeances, and Water absorption Coefficients of Building Membranes /$cMK. Kumaran, JC. Lackey, N. Normandin, D. van Reenen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aBuilding membranes are integral parts of North American buildings. Some are installed beneath commonly used exterior claddings, brick, and stucco to reduce the risk of water infiltration into the wall systems. Others are used for controlling vapor diffusion though the envelope or as the airtight element of the air barrier system of the envelope. To determine the suitability of a membrane for its intended application, it is necessary to have reliable information on its inherent physical properties. This paper reports the water vapor permeance, the air permeance, and the water absorption coefficient for 18 building membranes that are found in North American markets today. These membranes include paper-based as well as polymer-based materials. The properties reported here show that at the design stage most of the membranes can be considered as the airtight element of air barrier systems and as part of the second line of defense against rainwater penetration. The membranes provide a range of values for water vapor permeance and therefore open up opportunities for a designer to integrate innovative vapor diffusion control strategies for exterior walls and to prolong their service lives. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir barrier. =650 \0$aAir permeance. =650 \0$aVapor retarder. =650 \0$aBuilding membrane. =650 \0$aAbsorption of water. =650 \0$aAir Permeances. =650 \0$aWater vapor permeance. =650 \0$aWater absorption coefficient. =650 14$aBuilding membrane. =650 24$aWater vapor permeance. =650 24$aWater absorption coefficient. =650 24$aAir permeance. =650 24$aVapor retarder. =650 24$aAir barrier. =700 1\$aLackey, JC.,$eauthor. =700 1\$aNormandin, N.,$eauthor. =700 1\$avan Reenen, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12535.htm =LDR 03131nab a2200613 i 4500 =001 JTE12694 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12694$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12694$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG325.6 =082 04$a624.2/83$223 =100 1\$aHsu, CTT,$eauthor. =245 10$aDirect Shear Behavior of Carbon Fiber-Reinforced Polymer Laminates and Concrete /$cCTT Hsu, W. Punurai, Y. Jia, H. Bian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis paper explores the direct shear behavior between carbon fiber-reinforced polymer (CFRP) laminates and concrete. To study the push-off strength and slip relationship of externally bonded strengthening system, a new test setup is proposed herein. In this research, a total of 27 specimens are tested. The test variables include the maximum compressive strength of concrete, from 4000 to 12000 psi. With this test setup, it has been found to be able to investigate the direct shear condition between the CFRP laminates and concrete. Based on the present test results, empirical formulas to account for the push-off strength and slip relationship of various concrete compressive strengths are developed. This relationship enables further understanding of the transfer mechanism between the CFRP laminates and concrete. Also, the effect of salt water on the ultimate direct shear strength of the CFRP strengthening system is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aConcrete. =650 \0$aSalt water. =650 \0$aDirect shear. =650 \0$aCFRP laminates. =650 \0$aPush-off strength. =650 \0$aBridges$xFloors$xMaterials. =650 \0$aFiber-reinforced concrete. =650 \0$aPolymer-impregnated concrete. =650 14$aDirect shear. =650 24$aPush-off strength. =650 24$aSlip. =650 24$aCFRP laminates. =650 24$aConcrete. =650 24$aSalt water. =650 24$aTests. =700 1\$aPunurai, W.,$eauthor. =700 1\$aJia, Y.,$eauthor. =700 1\$aBian, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12694.htm =LDR 03404nab a2200553 i 4500 =001 JTE12590 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12590$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12590$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD381.9.T54 =082 04$a547.70454$223 =100 1\$aKulkarni, SP.,$eauthor. =245 10$aHot Wire Method to Characterize the Thermal Conductivity of Particle-Filled Polymer Grouts Used in Pipe-in-Pipe Application /$cSP. Kulkarni, C. Vipulanandan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aInsulated flowlines are considered a practical solution to prevent hydrate formation and paraffin deposition during the transportation of unprocessed well fluids to production facilities. A conventional pipe-in-pipe (PIP) system relies mainly on the heat transfer mode based on the thermal conductivity of the insulation material. Hence, in this study, a laboratory procedure was used to determine the thermal conductivity (k) of a polymer-based insulator (pumpable before setting) with and without filler materials. Microspheres (<0.008 in. (0.2 mm)) and aggregates (<0.752 in. (19.1 mm)) were used as filler materials. The conventional radial-flow hot wire method was compared with the axial-flow hot wire method to determine the thermal conductivity. Both transient and steady state conditions were used to determine the thermal conductivity of polymer composites. The thermal conductivity of the polymer at steady state was 0.107 W/mk, which was reduced due to the addition of microspheres and was increased due to the addition of aggregates. The thermal conductivity of pure polymer at steady state was 14.5 % higher than the transient thermal conductivity. Based on published data, a relationship between thermal conductivity and density was developed and verified with data from the current study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolymer. =650 \0$aAggregates. =650 \0$aMicrospheres. =650 \0$aPipe-in-pipe. =650 \0$aThermal conductivity. =650 \0$aPolymer solutions$xThermal conductivity. =650 \0$aHot Wire Method. =650 14$aThermal conductivity. =650 24$aPipe-in-pipe. =650 24$aHot wire method. =650 24$aMicrospheres. =650 24$aPolymer. =650 24$aAggregates. =700 1\$aVipulanandan, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12590.htm =LDR 02386nab a2200529 i 4500 =001 JTE100121 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100121$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100121$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.R8 =082 04$a620.1/94$223 =100 1\$aCambiaghi, D.,$eauthor. =245 10$aHigh Frequency Dynamic Testing of Rubbers and Rubber to Metal Devices /$cD. Cambiaghi, A. Magalini, G. Ramorino, T. Ricc,̣ D. Vetturi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper develops a methodology to test and evaluate the dynamic properties of elastomeric compounds and of rubber to metal devices by means of an electrodynamic shaker. The dynamic tensile and shear moduli of elastomeric materials and the dynamic stiffness of rubber components are evaluated under different conditions of excitation frequency, temperature, dynamic deformation, and static load. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRubbers. =650 \0$aNonlinearity. =650 \0$aDynamic behavior. =650 \0$aRubber. =650 \0$aLatex. =650 14$aRubbers. =650 24$aDynamic behavior. =650 24$aNonlinearity. =700 1\$aMagalini, A.,$eauthor. =700 1\$aRamorino, G.,$eauthor. =700 1\$aRicc,̣ T.,$eauthor. =700 1\$aVetturi, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100121.htm =LDR 02935nab a2200553 i 4500 =001 JTE14087 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14087$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14087$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTT557 =082 04$a677$223 =100 1\$aFox, A.,$eauthor. =245 10$aEffects of Laundering on Environmentally-Improved and Classic Denim Fabrics /$cA. Fox, MA. Moore. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aDenim manufactures are capitalizing on consumers' environmental awareness and are producing fabrics constructed from environmentally-improved fibers. This experimental study examined the effects of launderings on the breaking strength, and breaking elongation of environmentally improved and classic denim fabrics. There were significant differences in the percent changes in breaking strength and elongation of the environmentally-improved and classic denim fabrics as a result of repeated launderings. The 80 % cotton/20 % PET (poly (ethylene teraphthalate)) maintained its strength during laundering. The organic cotton performed similarly to the two classic fabrics; it proved robust to laundering with respect to breaking strength and breaking elongation. Overall, the environmentally-improved denim fabrics performed similarly to the classic denim fabrics with respect to breaking strength and breaking elongation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLaundering. =650 \0$aClassic denim. =650 \0$aBreaking strength. =650 \0$aBreaking elongation. =650 \0$aDenim. =650 \0$aJeans (Clothing) =650 \0$aTextilefabrics. =650 14$aBreaking strength. =650 24$aBreaking elongation. =650 24$aDenim. =650 24$aEnvironmentally-improved fabrics. =650 24$aClassic denim. =650 24$aLaundering. =700 1\$aMoore, MA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14087.htm =LDR 03646nab a2200541 i 4500 =001 JTE12596 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12596$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12596$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aLandes, JD.,$eauthor. =245 10$aEvaluation of the ASTM J Initiation Procedure Using the EURO Fracture Toughness Data Set /$cJD. Landes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe multiple specimen procedure for the evaluation of a JIc value as presently measured using ASTM E 1820 is examined using the large fracture toughness dataset from the EURO round robin. Although a standard test procedure for JIc determination has been in use for more than 20 years, the multiple specimen option has not been regularly reassessed during that time. The EURO dataset was generated to evaluate the transition fracture toughness methods for steels. However, many of the test results produced ductile fracture information in terms of a final J versus ductile crack extension. This is the same information that is measured in a multiple specimen J initiation fracture toughness test. The dataset has more than 300 individual points of J versus crack extension and may be the largest dataset of that type produced for one material. Therefore, it is a useful dataset for evaluating the multiple specimen JIc procedure in ASTM E 1820. This evaluation showed that a value of JIc cannot be determined for a dataset containing more than 300 points, even though these points gave a consistent J-R curve. The criteria that are used for qualification of the data eliminate all of the points as being not qualified. This raises some serious concerns about the usefulness of the method as it is presently written, especially the restrictive nature of the qualification rules. Individual qualification criteria are examined and recommendations made for developing a more reasonable test method, one that can be used in the future to evaluate a multiple specimen fracture toughness for materials typically used in structural applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDataset. =650 \0$aStandard test method. =650 \0$aQualification criteria. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 \0$aEURO round robin. =650 14$aFracture toughness. =650 24$aStandard test method. =650 24$aASTM E 1820. =650 24$aJIc. =650 24$aEURO round robin. =650 24$aDataset. =650 24$aQualification criteria. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12596.htm =LDR 03791nab a2200577 i 4500 =001 JTE13140 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE13140$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE13140$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aXu, S.,$eauthor. =245 10$aEffects of Available Energy and Impact Rate on Charpy Absorbed Energy in the Upper Shelf /$cS. Xu, R. Bouchard, WR. Tyson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aAdvances in steelmaking technology have led to the introduction of structural steels with increased strength and toughness, to the extent that the energy absorbed by Charpy samples tested in the upper shelf region commonly approaches or exceeds the maximum available energy in conventional pendulum impact machines. In these circumstances, it becomes relevant to re-examine the validity of absorbed energy values measured in cases where the absorbed energy is a large fraction of the available energy. According to ASTM E 23 clause 10.1, "Absorbed energy values above 80 % of the scale range are inaccurate and shall be reported as approximate." This is because "the velocity of the pendulum decreases...during fracture to the point that accurate impact energies are no longer obtained." Although the 80 % limit has been accepted by consensus for decades, it has been challenged recently with the contention that excess capacities substantially larger than 20% are required to provide machine-independent values of impact energy. The present work was performed to test whether the amount of excess energy (i.e., the difference between available energy and absorbed energy) affects the Charpy absorbed energy in the upper shelf. Two structural steels typical of current linepipe grades have been used in the project, an experimental steel and a commercial steel, both with bainite/ferrite microstructures but with different toughnesses. Charpy samples have been tested at impact rate in pendulum and drop-weight machines. The results confirm the acceptability of absorbed energy values up to 80 % of the machine capacity, in support of the requirement stated in ASTM E 23. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact rate. =650 \0$aUpper shelf. =650 \0$aExcess energy. =650 \0$aNotch toughness. =650 \0$aAvailable energy. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aCharpy. =650 24$aUpper shelf. =650 24$aAvailable energy. =650 24$aExcess energy. =650 24$aImpact rate. =650 24$aNotch toughness. =700 1\$aBouchard, R.,$eauthor. =700 1\$aTyson, WR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE13140.htm =LDR 02511nab a2200565 i 4500 =001 JTE11892 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11892$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11892$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/6/5$223 =100 1\$aSplett, JD.,$eauthor. =245 10$aUncertainty in Reference Values for the Charpy V-notch Verification Program /$cJD. Splett, CM. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aWe present a method for computing the combined standard uncertainty for reference values used in the Charpy machine verification program administered by the National Institute of Standards and Technology. The technique is compliant with the ISO Guide to the Expression of Uncertainty in Measurement and models the between-machine bias using a Type B distribution. We demonstrate the method using actual data from the Charpy machine verification program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aISO GUM. =650 \0$aUncertainty. =650 \0$aImpact testing. =650 \0$aNotched-bar testing. =650 \0$aReference specimens. =650 \0$aImpact. =650 \0$aMetals$xTesting. =650 14$aCharpy V-notch. =650 24$aImpact certification program. =650 24$aImpact testing. =650 24$aISO GUM. =650 24$aNotched-bar testing. =650 24$aReference specimens. =650 24$aUncertainty. =700 1\$aWang, CM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11892.htm =LDR 03186nab a2200541 i 4500 =001 JTE14238 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14238$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14238$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.D343 =082 04$a006.3$223 =100 1\$aKalny, O.,$eauthor. =245 10$aStory of MEGADAC 200 :$bKeeping 200-Channel Legacy Data Acquisition Hardware Running by Developing a New Software Interface /$cO. Kalny, RJ. Peterman, C. Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis paper deals with a 16-bit 200-channel legacy data acquisition system from the 1980s-megadac 200. megadac is controlled by ASCII strings originating from the host computer connected via a serial (RS-232) port. The original software package for megadac was written in basic and runs only in the dos operating system on an Intel 386 processor, because of memory addressing issues. To interface megadac from a modern computer, a new software interface [Object Oriented Blue Box (oobluebox)] was created using the C++ programming language. This paper describes details of object oriented implementation, architecture of the graphical user interface, and other implementation details including communication with the port. oobluebox enables one to define and calibrate internally energized strain gage sensors and externally energized sensors with voltage output, set up experiment tables for multichannel data acquisition, and perform data acquisition. Several special features, such as channel calibration and run-time plotting were also introduced. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aData acquisition. =650 \0$aSerial port (RS-232) =650 \0$aData mining. =650 \0$aKnowledge acquisition (Expert systems) =650 \0$aDatabase searching. =650 \0$aComputer Science. =650 \0$aData Structures, Cryptology and Information Theory. =650 14$aData acquisition. =650 24$aSerial port (RS-232) =650 24$aObject oriented programming. =650 24$aC++. =700 1\$aPeterman, RJ.,$eauthor. =700 1\$aHuang, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14238.htm =LDR 03238nab a2200589 i 4500 =001 JTE14085 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14085$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14085$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE205 =082 04$a625.8/028/7$223 =100 1\$aKhoury, N.,$eauthor. =245 10$aDurability Effects on Flexural Behavior of Fly Ash Stabilized Limestone Aggregate /$cN. Khoury, M. Zaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThis paper examines the flexural behavior of beams, representing a cementitiously stabilized aggregate base, under cyclic loading. Specifically, the effects of different freeze-thaw (F-T) procedures and number of F-T cycles on flexural response are studied. Aggregate beams stabilized with 10 % class C fly ash, cured for different periods (1 h, 3 days, and 28 days) and subjected to F-T cycles are tested for resilient modulus in flexure (Mrf) and modulus of rupture (MOR). The Mrf values decreased with increasing F-T cycles. Changes in Mrf are sensitive to curing periods. Reduction in Mrf and MOR and degradation in specimens are attributed to the increase in moisture content during the thawing phase and formation of ice lenses during the freezing phase. Degradation occurs when the expansion of ice lenses exceeds the pore space available. A correlation between Mrf and stress ratio shows that Mrf decreases with increasing stress ratio, in an overall sense. A steep decrease in Mrf is observed for stress ratios in the range of 0.1 to 0.3, beyond which no significant reduction is evident. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregate bases. =650 \0$aResilient modulus. =650 \0$aFreeze-thaw cycles. =650 \0$aModulus of rupture. =650 \0$aLimestone aggregates. =650 \0$aLimestone. =650 \0$aConcrete pavements. =650 \0$aAggregate tests. =650 \0$aPortland cement. =650 \0$aDurability. =650 \0$aD cracking. =650 14$aDurability. =650 24$aFreeze-thaw cycles. =650 24$aResilient modulus. =650 24$aAggregate bases. =650 24$aModulus of rupture. =700 1\$aZaman, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14085.htm =LDR 03391nab a2200541 i 4500 =001 JTE12628 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12628$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12628$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ266 =082 04$a621.406$223 =100 1\$aHidalgo, JI.,$eauthor. =245 10$aHigh-Speed Balancing of Rotors with Overhangs :$bWhen Is Overhang Likely to Cause Problems? /$cJI. Hidalgo, AK. Dhingra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aIn high-speed balancing of flexible rotors with overhangs, it is important to determine ahead of time if the overhang needs to be restrained while the rotor is being tested in the bunker. This is done by adding a stub shaft to the rotor and a third pedestal to the overall system. Since the bearing properties are rarely known precisely and have a considerable influence on the rotor's dynamics, the model complexity increases tremendously if a third pedestal is needed during the balancing operation. From a balance engineer's viewpoint, it is therefore important to know ahead of time, without modeling the entire rotor, if the overhangs are likely to cause a problem during the balancing operation. This paper presents a criterion for identifying rotors with shaft overhangs that are likely to exhibit dangerous behavior while balancing. The proposed approach provides quick estimates of the L-mode frequency of the overhang using the influence coefficients and Dunkerley's formula. Two additional criteria based on further simplifications of the influence coefficient approach are also presented. Numerical results from four industrial rotors recently balanced indicate that the proposed methods are effective in determining the need for a third pedestal without having to resort to extensive rotor modeling. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRotor dynamics. =650 \0$aHigh-speed balancing. =650 \0$aRotors with overhangs. =650 \0$aTransverse vibrations. =650 \0$aInfluence coefficients. =650 \0$aTurbomachines$xVibration. =650 \0$aRotors$xVibration. =650 14$aRotors with overhangs. =650 24$aHigh-speed balancing. =650 24$aRotor dynamics. =650 24$aInfluence coefficients. =650 24$aTransverse vibrations. =700 1\$aDhingra, AK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12628.htm =LDR 02691nab a2200481 i 4500 =001 JTE20160198 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160198$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160198$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA434 =082 04$a620.13505$223 =100 1\$aKhan, M. I.,$eauthor. =245 12$aA Novel Method for Measuring Porosity for Normal and High Strength Concrete /$cM. I. Khan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThis paper described a novel apparatus for the measurement of porosity for normal and high strength mortar and concrete using vacuum-pressure saturation method. A detailed description of design, test procedure, and evaluation of results of the vacuum-pressure saturation apparatus was presented. Porosity values obtained using the apparatus were highly repeatable and reproducible. The apparatus could detect the effect of age, influence of water-binder ratio, and influence of supplementary cementitious materials of concrete and mortar mixtures. The apparatus yielded full saturation for high strength and dense mortar and concrete. The porosity values for normal strength concrete using the vacuum-pressure saturation apparatus were in good agreement with the results obtained using vacuum saturation method proposed by RILEM. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNovel method. =650 \0$aHigh strength concrete. =650 \0$aConcrete porosity. =650 \0$aCement and concrete. =650 14$aNovel method. =650 24$aConcrete porosity. =650 24$aVacuum-pressure saturation. =650 24$aHigh strength concrete. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160198.htm =LDR 03098nab a2200505 i 4500 =001 JTE20160053 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160053$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160053$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC189.5.A1 =082 04$a620.1064$223 =100 1\$aMeeser, R. F.,$eauthor. =245 10$aInvestigation into the Flow-Blocking Ability of a Novel Magneto-Rheological Damper Unit /$cR. F. Meeser, S. Kaul, P. S. Els. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis paper investigates the flow-blocking ability of a novel valve-mode magneto-rheological (MR) device to determine whether it can be used to replace the existing electro-mechanical solenoid valves that are used to control the semi-active spring characteristics in a four-state, semi-active vehicle suspension system (called the 4S4 system). MR fluids exhibit a reversible behavior that is controlled by changing the intensity of an externally applied magnetic field, allowing a change in the effective viscosity of the fluid. A mathematical model of the proposed flow-blocking valve has been developed using a combination of the quasi-Newtonian fluid model and the Bingham plastic model. This model has been modified with suitable parameters and is used to predict the blocking characteristics of the MR valve. An experimental setup has been developed with a prototype triple-pass valve mode MR fluid channel. The experimental results demonstrate that the MR valve designed and developed in this study is capable of generating a significantly high-pressure drop at very low flow rates, effectively blocking flow for practical use in the 4S4 system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSemi-active. =650 \0$aVariable stiffness. =650 \0$aMagneto-Rheological. =650 \0$aFlow blocking. =650 14$aMagneto-rheological. =650 24$aFlow blocking. =650 24$aSemi-active. =650 24$aVariable stiffness. =700 1\$aKaul, S.,$eauthor. =700 1\$aEls, P. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160053.htm =LDR 03231nab a2200541 i 4500 =001 JTE20160062 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160062$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160062$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620/.5$223 =100 1\$aZuo, J.,$eauthor. =245 10$aEffects of Carbon Nanotube-Carbon Fiber Cementitious Conductive Anode for Cathodic Protection of Reinforced Concrete /$cJ. Zuo, W. Yao, J. Xu, Y. Chen, X. Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aCarbon nanotube-carbon fiber/cement-based composites used as auxiliary anode for cathodic protection of reinforced concrete were explored in this paper. Cathodic protection was applied with impressed current and its efficiency was verified by corrosion potential, corrosion current, and AC impedance spectroscopy. Results showed that cement composites containing 0.4 wt. % carbon fiber and 0.5 wt. % carbon nanotubes exhibit the optimum electrical and mechanical properties. Effective protection on steel re-bars can be expected due to a sufficient negative potential shift by the applied electric current. Compared with a carbon fiber cementitious conductive anode system, a decrease of corrosion current of steel re-bars was observed for the carbon nanotube-carbon fiber cementitious conductive anode system. During cathodic protection, both capacitive loop radius of a Nyquist plot in the intermediate frequency region and the charge transfer resistance increased with time. A detailed mechanism analysis of the efficiency of cathodic protection using the carbon nanotube-carbon fiber cementitious conductive anode is also included. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCathodic protection. =650 \0$aReinforced concrete. =650 \0$aCarbon Nanotube. =650 \0$aCarbon fiber. =650 14$aCarbon nanotube. =650 24$aCarbon fiber. =650 24$aCementitious conductive anode. =650 24$aCathodic protection. =650 24$aReinforced concrete. =700 1\$aYao, W.,$eauthor. =700 1\$aXu, J.,$eauthor. =700 1\$aChen, Y.,$eauthor. =700 1\$aLiu, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160062.htm =LDR 03901nab a2200541 i 4500 =001 JTE20150482 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150482$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150482$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aP53.4 =082 04$a401/.9$223 =100 1\$aMohammadi, J.,$eauthor. =245 10$aSpecifying Shrinkage Limited Cement (Type SL) /$cJ. Mohammadi, W. South. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe Australian Standard AS 3972 specifies the maximum limit of 750 microstrain for the 28-day mortar drying shrinkage of samples prepared with shrinkage limited cement (Type SL). Although the current shrinkage limit is 750 microstrain, AS 3972 recommends a 600 microstrain for the maximum target or average of drying shrinkage of mortar samples. The lower recommended shrinkage level is justified in the Australian Standard by considering the inherent errors of the mortar drying shrinkage test method AS 2350.13, determined in 1997. The lower recommended shrinkage level is to provide a sufficient level of confidence that a single result obtained from different laboratories may not exceed the maximum limit of 750 microstrains. However, the "informative" recommendation of AS 3972 relating to the maximum average 600 microstrain shrinkage is considered a "normative" term by other specifiers in Australia such as road authorities and ATIC-SPEC SP-43. The current study investigated the past ten-years mortar drying shrinkage test results from round-robin proficiency programs of the major Australian laboratories to calculate the current inherent repeatability and reproducibility error of performing AS 2350.13 test. The average ten-year reproducibility error at 95 % confidence level was calculated 18.6 %, and therefore, it is recommended to increase the recommendation for the maximum average drying shrinkage guidance in Australian Standard AS 3972 Section A3.3.5 from 600 to 630 microstrain. Moreover, repeatability of test was calculated to be 6.3 %. This was equal to maximum of 44 microstrains for Type SL cement with maximum drying shrinkage of 750 microstrain. Results were compared with repeatability of other international test methods and some recommendations for improving the repeatability test procedure were provided for any future research in this area. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRepeatability. =650 \0$aCement type SL. =650 \0$aReproducibility. =650 \0$aMortar drying shrinkage. =650 \0$aProficiency Assessment. =650 \0$aShrinkage limited cement. =650 14$aShrinkage limited cement. =650 24$aCement type SL. =650 24$aMortar drying shrinkage. =650 24$aProficiency assessment. =650 24$aRepeatability. =650 24$aReproducibility. =700 1\$aSouth, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150482.htm =LDR 03362nab a2200565 i 4500 =001 JTE20150525 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150525$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150525$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA680 =082 04$a624.1/8341$223 =100 1\$aPham, T. M.,$eauthor. =245 10$aEffects of Fabrication Technique on Tensile Properties of Fiber Reinforced Polymer /$cT. M. Pham, M. N. S. Hadi, J. Youssef. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThis study investigated the effects of fabrication technique on the tensile properties of fiber reinforced polymer (FRP) flat coupon tests. A total of 20 FRP flat coupons were prepared by two different techniques, which were tested in tension until failure. The first technique of preparing the FRP coupons was based on the recommendation of ASTM D7565/D7565M-10, named the "Cutting Technique," while the second technique, named the "Folding Technique," was proposed by this study. Experimental results from this study indicated that preparing FRP coupons using the Cutting Technique resulted in a reduction in the tensile properties as compared to coupons prepared by the proposed Folding Technique. Most notably, the tensile force per unit width obtained by the FRP flat coupons prepared using the Folding Technique was up to 8 % higher than that obtained by coupons prepared using the Cutting Technique. In addition, the effect of the % bending on the tensile properties was also studied. It was found that the % bending about the thickness plane was greater than that of the % bending about the width plane. Furthermore, the tensile properties of the FRP coupons were not sensitive to its % bending. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCoupon tests. =650 \0$aMaterial tests. =650 \0$aWet lay-up materials. =650 \0$aFailure investigations. =650 \0$aFiber reinforced polymer. =650 \0$aFibre reinforced polymer. =650 \0$aTensile strength. =650 14$aFiber reinforced polymer. =650 24$aTensile strength. =650 24$aFailure investigations. =650 24$aMaterial tests. =650 24$aCoupon tests. =650 24$aWet lay-up materials. =700 1\$aHadi, M. N. S.,$eauthor. =700 1\$aYoussef, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150525.htm =LDR 03992nab a2200517 i 4500 =001 JTE20150515 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150515$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150515$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.0015183$223 =100 1\$aGünaydin, M.,$eauthor. =245 10$aFinite Modeling Updating Effects on the Dynamic Response of Building Models /$cM. Günaydin, S. Adanur, A. C. Altunisik, B. Sev?m, A. Bayraktar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b49 =520 3\$aAn improved finite element model was used to obtain more accurate modeling of engineering structures. The main goal of this paper was to determine how this improved modeling procedure affects the dynamic response of buildings based on experimental modal parameters such as natural frequencies, mode shapes and damping ratios. For experimental assessment, three small, one-story, two-bay, reinforced concrete buildings with raft foundation were constructed under laboratory conditions. The initial three -dimensional finite element models, built with the ANSYS software, were used to analytically identify modal parameters, including natural frequencies and mode shapes. Following the analytical study, the ambient vibration tests were performed to obtain modal parameters, experimentally. The enhanced frequency domain decomposition method and the stochastic subspace identification method were used to identify the modal parameter. The analytical and experimental modal parameters were compared and then initial finite element models were updated to minimize the differences by changing of some uncertain parameters such as materials properties. With model updating, the maximum difference between the measured and initially obtained frequency was reduced from 28.47 to 4.88 %. To show the model updating effect on dynamic response of building models, dynamic analysis with the experimental computed damping ratios and 5 % damping ratio were carried out using 1992 Erzincan earthquake ground motion record. For the experimental damping ratios, the maximum differences in the displacements and stresses between the initial and updated models were obtained as 23 and 32 %, respectively. These differences were calculated as 43 and 15 % for the 5 % damping ratio. Comparisons of dynamic analyses results for the initial and updated model show that the finite element model updating affects the dynamic response of the buildings considerably. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic response. =650 \0$aModal parameters. =650 \0$afinite element method. =650 14$aAmbient vibration testing. =650 24$aDynamic response. =650 24$aFinite element model updating. =650 24$aModal parameters. =700 1\$aAdanur, S.,$eauthor. =700 1\$aAltunisik, A. C.,$eauthor. =700 1\$aSev?m, B.,$eauthor. =700 1\$aBayraktar, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150515.htm =LDR 02880nab a2200553 i 4500 =001 JTE20150421 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150421$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150421$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1627 =082 04$a677.3122$223 =100 1\$aLiu, J. H.,$eauthor. =245 10$aOnline Detection of Strand Breakage for Sirospun Yarn /$cJ. H. Liu, Q. Li, H. X. Jiang, D. D. Ma, J. Z. Tang, J. N. Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aDuring the Siro-spin process, breakage of one strand arm would cause an extremely serious fabric fault. It is difficult to detect the breakage of one strand arm and give indication for operators. In this research, a kind of photoelectric detection sensor was developed. The sensor distinguishes breakage of one strand arm by probing the difference of the pulse width of the pulse before and after breaking one strand of the yarn in the process of Sirospun. The experimental results show that the system can detect the breakage of one strand arm. The average pulse width is about 0.78 ?s in normal status and 1.95 ?s in errors status for 40-s yarn. That was caused by the change of yarn diameter, balloon shape, and hairiness. The pulse width was also affected by the yarn thickness and position of the steel plate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSquare wave. =650 \0$aBalloon wave. =650 \0$aRoving breakage. =650 \0$aSirospun. =650 \0$aSirospun$xEconomic aspects. =650 14$aSirospun. =650 24$aRoving breakage. =650 24$aBalloon wave. =650 24$aSquare wave. =700 1\$aLi, Q.,$eauthor. =700 1\$aJiang, H. X.,$eauthor. =700 1\$aMa, D. D.,$eauthor. =700 1\$aTang, J. Z.,$eauthor. =700 1\$aZhang, J. N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150421.htm =LDR 03630nab a2200529 i 4500 =001 JTE20160030 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160030$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160030$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.26 =082 04$a620.11217$223 =100 1\$aKaewsresai, K.,$eauthor. =245 10$aUse of Geogrid Encasement to Increase the Ductility of Cement-Mixed Clay /$cK. Kaewsresai, W. Kongkitkul, P. Jongpradist, S. Horpibulsuk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aImprovement of soft clay by mixing with cement is widely adopted in Thailand to increase the strength and reduce the settlements. The improved soft clay exhibits better strength and permeability properties; however, the improved soil exhibits low tensile strength and brittle behavior. On the other hand, it is known from the literature that geosynthetics have been used for soft soil improvement in conjunction with stone column (SC) and sand compaction pile (SCP) techniques. The lateral deformation of SC and SCP could be significantly decreased by geosynthetic encasement; therefore, the vertical load could be efficiently transferred to deeper soil layers. In this study, a series of unconfined compression tests were performed on cement-mixed clay specimens with a diameter of 75 mm and height of 150 mm. Cement contents used were 10 %, 15 %, and 20 % by dry mass of clay. The water-to-cement ratio used was 0.6 and total clay water contents were 105 % for the normal-water-content case and 160 % for the high-water-content case. A polyester geogrid was used to encase the specimens. Prior to the test, specimens were cured for 7, 14, and 28 days. It is found that the geogrid encasement has enabled the soil samples to sustain the axial stress for large axial deformations, even after the local failure in the cement-mixed clay matrix. On the other hand, the unreinforced specimens exhibited strain-softening behavior with a great reduction in axial stress with increasing strain. Encasements with geogrids were found to substantially increase the ductility of cement-mixed clay. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeogrid. =650 \0$aCompressive strength. =650 \0$aDuctility. =650 \0$aCement-mixed clay. =650 14$aCement-mixed clay. =650 24$aGeogrid. =650 24$aCompressive strength. =650 24$aDuctility. =650 24$aUnconfined compression test. =700 1\$aKongkitkul, W.,$eauthor. =700 1\$aJongpradist, P.,$eauthor. =700 1\$aHorpibulsuk, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160030.htm =LDR 02953nab a2200517 i 4500 =001 JTE20160210 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160210$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160210$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1127$223 =100 1\$aLi, Y.,$eauthor. =245 10$aLOI-Based Pulsed Eddy Current Evaluation of Hidden Material Degradation in Coated Nonmagnetic Conductors /$cY. Li, H. Jing, B. Yan, X. Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aCoated nonmagnetic conductors are subject to material degradation hidden under nonmetallic coating. It is formidable to evaluate the degradation degree and thickness of degradation region without removing the non-conductive coating. In light of this, in this paper the feasibility of pulsed eddy current (PEC) probes for nondestructive assessment of hidden material degradation in coated nonmagnetic conductors was investigated. The characteristics of lift-off intersection (LOI) of signals from PEC probes were utilized in a bid to cancel out the influence of coating thickness on signals. A fast inverse scheme based on LOI was proposed, along with the probe to implement simultaneous evaluation of the degradation degree and thickness. A series of experiments revealed that the proposed probe is high-efficiency and capable of assessing hidden material degradation without much loss of accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaterial degradation. =650 \0$aPulsed eddy current. =650 \0$aLift-off intersection. =650 14$aElectromagnetic nondestructive evaluation. =650 24$aPulsed eddy current. =650 24$aLift-off intersection. =650 24$aMaterial degradation. =650 24$aCoated nonmagnetic conductor. =700 1\$aJing, H.,$eauthor. =700 1\$aYan, B.,$eauthor. =700 1\$aZhang, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160210.htm =LDR 03132nab a2200541 i 4500 =001 JTE20160008 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160008$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160008$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aSenthil Kumar, K.,$eauthor. =245 10$aEvaluation of Transport Properties of Concrete Made With E-Waste Plastic /$cK. Senthil Kumar, P. V. Premalatha, K. Baskar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAn experimental program was carried out to study the transport properties of concrete made with E-waste plastic (high impact polystyrene (HIPS)). The concrete was prepared with different percentages (0, 10, 20, 30, 40, and 50) of HIPS as partial replacement of natural coarse aggregate by volume. The transport properties of concrete, such as water absorption and sorptivity, were investigated and results were reported. The percentage of water absorption of concrete with HIPS shows higher value compared to the control concrete. The increase in HIPS increases the water absorption of concrete but the values were within the permissible limit. The sorptivity values were increased with increase in HIPS content; all values were higher than control concrete; however, it decreased with increase in curing age. The sorptivity results were in line with that of water absorption results. Recycling of E-waste plastic (HIPS) as an aggregate in concrete as a new construction material may be one of the feasible solution to environment pollution, natural aggregate depletion and E-waste recycling. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aE-waste. =650 \0$aPollution. =650 \0$aConcrete technology. =650 \0$aConcrete technologies. =650 \0$aWaste management. =650 \0$aWater absorption. =650 14$aWaste management. =650 24$aConcrete technology. =650 24$aPollution. =650 24$aWater absorption. =650 24$aE-waste. =700 1\$aPremalatha, P. V.,$eauthor. =700 1\$aBaskar, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160008.htm =LDR 02970nab a2200541 i 4500 =001 JTE11816J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11816J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11816J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aToutanji, HA.,$eauthor. =245 10$aUniaxial Tensile Strength of Cementitious Composites /$cHA. Toutanji, T. El-Korchi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aA brief review of various methods of measuring the uniaxial tensile strength of cementitious composites is presented. The pros and cons of these methods are described. Common problems associated with the traditional uniaxial tension testing techniques exist, and these problems arise from two areas: (1) stress concentration at gripping and (2) misalignment. These testing artifacts can significantly influence the test results, producing measurements that underestimate the intrinsic strength of the material. A novel approach for testing cementitious composites in tension is described. The test uses cylindrical bar specimens 9.5 mm in diameter and 120 mm in length. The specimens are fractured in a hydraulic chamber which allows specimen self-alignment. The advantages of using the technique are minimization of misalignment and stress concentration, larger specimen volume under stress, and determination of initiation of fracture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAlignment. =650 \0$aWeibull statistics. =650 \0$aUniaxial tension tests. =650 \0$aCementitious composites. =650 \0$aHydraulic tension tests. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aCementitious composites. =650 24$aUniaxial tension tests. =650 24$aHydraulic tension tests. =650 24$aAlignment. =650 24$aWeibull statistics. =700 1\$aEl-Korchi, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11816J.htm =LDR 02283nab a2200529 i 4500 =001 JTE11828J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11828J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11828J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aPolski, PA.,$eauthor. =245 10$aInternational Aviation Security Research and Development /$cPA. Polski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA discussion of the research and development activities with the U.S. Federal Aviation Administration (FAA) related to aviation security, based on the principles of (1) denying access; (2) weapons/explosives detection; (3) human factors; and (4) aircraft hardening, is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHuman factors. =650 \0$aAirport security. =650 \0$aWeapons detection. =650 \0$aAircraft hardening. =650 \0$aExplosives detection. =650 14$aFederal Aviation Administration (FAA) =650 24$aInternational Civil Aviation Organization (ICAO) =650 24$aAirport security. =650 24$aExplosives detection. =650 24$aWeapons detection. =650 24$aAircraft hardening. =650 24$aHuman factors. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11828J.htm =LDR 02501nab a2200493 i 4500 =001 JTE11831J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11831J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11831J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aElias, L.,$eauthor. =245 10$aDevelopment of Trace Explosive Detection Standards /$cL. Elias. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe lask of defining detection standards for trace explosive detectors, similar to those used with bulk detectors, is not straightforward. Difficulty arises because the relation between the mass of concealed explosive within a package and the quantity of telltale vapor or other trace residue around the exterior of the package is not predictable. Nevertheless, it is possible to formulate meaningful test procedures that can be used to quantify detector performance in terms of minimum detectable trace levels. Such test procedures, outlined here, could be useful in establishing detection criteria for evaluation or certification purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir security. =650 \0$aVapor detection. =650 \0$aTrace explosives. =650 \0$aParticle detection. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aTrace explosives. =650 24$aVapor detection. =650 24$aParticle detection. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11831J.htm =LDR 02414nab a2200529 i 4500 =001 JTE11817J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11817J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11817J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aTroyanskii, AI.,$eauthor. =245 10$aTemperature Dependencies of Elasticity Characteristics for Tellurium-Alloyed Gallium Arsenide /$cAI. Troyanskii, VA. Borisenko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe influence of thermal loading on the elasticity characteristics of low-alloyed monocrystalline gallium arsenide has been studied by a precision ultrasonic method in the temperature range from 190 to 380 K. The deviation of the obtained temperature dependencies from some averaged curve is shown to be more appreciable in the first cycle of thermal loading than in subsequent ones. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTemperature. =650 \0$aGallium arsenide. =650 \0$aUltrasonic method. =650 \0$aElastic characteristics. =650 \0$aPrecision investigations. =650 \0$aUltrasonics. =650 14$aGallium arsenide. =650 24$aElastic characteristics. =650 24$aTemperature. =650 24$aPrecision investigations. =650 24$aUltrasonic method. =700 1\$aBorisenko, VA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11817J.htm =LDR 01946nab a2200469 i 4500 =001 JTE11832J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11832J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11832J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aHnatnicky, S.,$eauthor. =245 10$aSelection and Use of Explosives Detection Devices to Check Hand-Held Luggage /$cS. Hnatnicky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA comparison of four explosives detection devices of use in airport security for the checking of carry-on luggage is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir security. =650 \0$aAirport security. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aAirport security. =650 24$aExplosives vapor detection. =650 24$aBKA. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11832J.htm =LDR 02030nab a2200469 i 4500 =001 JTE11825J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11825J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11825J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aWall, B.,$eauthor. =245 10$aIATA and Its Cooperative Role in Aviation Security /$cB. Wall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe functions and activities of the International Air Transport Association (IATA), the world trade organization of scheduled airlines, particularly in reference to air security, are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir security. =650 \0$aAviation terrorism. =650 14$aInternational Air Transport Association (IATA) =650 24$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aAviation terrorism. =650 24$aAviation security training courses. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11825J.htm =LDR 02241nab a2200385 i 4500 =001 JTE11818J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11818J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11818J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aMalotky, LO.,$eauthor. =245 10$aIntroduction to the Sixth International Civil Aviation Security Conference (AVSEC'93) /$cLO. Malotky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis introduction is provided as an overview of the papers included in this section of the Journal and to provide a context for reviewing these papers for the regular readers of the Journal. The Federal Aviation Administration (FAA) entered into a partnership with ASTM (Committee F-12 on Security Systems and Equipment) to conduct the Sixth International Civil Aviation Security Conference (AVSEC'93), held on 26-28 October 1993 in Washington, DC. The objective of this conference was to provide a forum for government, the aviation industry, and security service providers to exchange insights on solutions to the global challenge of providing safe and secure air travel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11818J.htm =LDR 02187nab a2200517 i 4500 =001 JTE11826J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11826J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11826J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aKoch, A.,$eauthor. =245 14$aThe Role/Responsibility of the Freight Forwarder /$cA. Koch. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSecurity measures related to the handling of air cargo are outlined, and the responsibilities of policing authorities, airports and airlines, and freight handlers are made clear, within the context of Danish law and the Danish Civil Aviation Administration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDenmark. =650 \0$aAirports. =650 \0$aAir cargo. =650 \0$aAir security. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aInternational Air Transport Association (IATA) =650 24$aAir security. =650 24$aAir cargo. =650 24$aAirports. =650 24$aDenmark. =650 24$aCivil Aviation Administration-Denmark (CAA-DK) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11826J.htm =LDR 02021nab a2200493 i 4500 =001 JTE11822J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11822J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11822J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aJoy, TJC,$eauthor. =245 10$aReconciling Passenger Facilitation and Security /$cTJC Joy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn appropriate balance must be achieved between the efficient movement of passengers through airports and security. Some practical aspects of airport operations to obtain such a balance are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAirports. =650 \0$aNew Zealand. =650 \0$aAir security. =650 \0$aAir passengers. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aAir passengers. =650 24$aAirports. =650 24$aNew Zealand. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11822J.htm =LDR 02869nab a2200577 i 4500 =001 JTE11814J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11814J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11814J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS213 =082 04$a571.3/6$223 =100 1\$aKang, ZQ.,$eauthor. =245 10$aStress Correction for Removal of Material in X-Ray Stress Determination /$cZQ. Kang, JB. Li, ZG. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aTo determine residual stresses in a (flat) plate or bar with a rectangular cross-section by X-ray diffraction after removal of material, we can sectionally approximate the measured stress curve with depth using power series, then consequently evaluate the additional stresses created by removal, and finally obtain the true stress distribution with depth before the layers were removed. Formulas to evaluate corrections for stress have been derived. Two examples demonstrate that power series with few terms can provide us with an approximation good enough for the measured stress curve, and that the influence of the approximation on the corrective result is far less than that of the errors arising from the X-ray stress determination itself. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPower series. =650 \0$aShot peening. =650 \0$aApproximation. =650 \0$aStress correction. =650 \0$aDouble-side removal. =650 \0$aSingle-side removal. =650 \0$aShot peening$xCongresses. =650 14$aX-ray stress determination. =650 24$aStress correction. =650 24$aApproximation. =650 24$aPower series. =650 24$aSingle-side removal. =650 24$aDouble-side removal. =650 24$aShot peening. =700 1\$aLi, JB.,$eauthor. =700 1\$aWang, ZG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11814J.htm =LDR 02058nab a2200433 i 4500 =001 JTE11819J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11819J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11819J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aOsmus, LA.,$eauthor. =245 10$aEnforcement of International Regulations /$cLA. Osmus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDisastrous incidents in international aviation in 1985 prompted the U.S. Congress to pass legislation, The International Security and Development Cooperation Act, to deter crimes against civil aviation. It requires that the Federal Aviation Administration (FAA) assess international airports serving as last points of departure into the United States. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir security. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aEnforcement of U.S. international regulations. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11819J.htm =LDR 04222nab a2200577 i 4500 =001 JTE11811J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11811J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11811J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aTan, S-A,$eauthor. =245 10$aBehavior of Asphalt Concrete Mixtures in Triaxial Compression /$cS-A Tan, B-H Low, T-F Fwa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe triaxial compression test is one of the most common standard tests for determining the stress-strain behavior and strength parameters of soils under drained and undrained conditions. The use of the test method in asphaltic mixtures is less well known and seldom practiced. This paper describes the use of the triaxial compression test for asphaltic mixtures for determining their engineering properties such as the friction angle ?, the cohesion, c, and the elastic compression modulus, E. Effects of test temperatures, strain rate, and confining pressures on the compressive behavior of asphalt concrete were studied. The results showed that the friction angle is primarily a function of aggregate friction and interlocking, being independent of test temperature and strain rate. The cohesion, on the other hand, is largely dependent on the binder and fines mixture being sensitive to both test temperature and strain rate changes. The confining pressures have no influence on c and ?, but have significant influence on the compression modulus. E. The tests can be conducted at controlled temperatures, constant strain-rate, and confining pressures so as to allow the determination of the basic engineering stress-strain and strength properties of these materials under controlled environmental conditions. Using these properties, a constitutive plasticity model based on the Drucker-Prager yield condition can then be applied in an axisymmetric finite element model to describe the mechanical behavior of the asphaltic material in triaxial compression. Analysis shows that the plasticity model is able to describe the stress-strain behavior of the triaxial specimen to failure, predicting both the failure strain and the failure stress fairly accurately. Comparison of analysis with measured lateral deformation at failure also show good agreement. Thus it seems that a simple idealized elastic-perfectly-plastic constitutive model, whose parameters can be determined from a triaxial compression test at constant strain-rate, is adequate to describe the behavior of asphaltic mixtures, loaded in compression to failure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain rate. =650 \0$aTemperature. =650 \0$aTriaxial test. =650 \0$aAsphalt mixtures. =650 \0$aFinite element analysis. =650 \0$aDrucker-Prager plasticity. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aTriaxial test. =650 24$aTemperature. =650 24$aStrain rate. =650 24$aAsphalt mixtures. =650 24$aDrucker-Prager plasticity. =650 24$aFinite element analysis. =700 1\$aLow, B-H,$eauthor. =700 1\$aFwa, T-F,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11811J.htm =LDR 02146nab a2200481 i 4500 =001 JTE11820J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11820J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11820J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aLaird, DR.,$eauthor. =245 10$aRegulation :$bPerception and Reality /$cDR. Laird. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aSince the onset of the screening of passengers and their carry-on baggage in 1973 to combat hijackings, the number of hijackings in the United States has been brought to zero. A team effort by the carriers and the Federal Aviation Administration (FAA) played a significant role in the elimination of the problem. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir security. =650 \0$aPassenger profile. =650 \0$aPreboard screening. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aPreboard screening. =650 24$aPositive passenger baggage match. =650 24$aPassenger profile. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11820J.htm =LDR 02142nab a2200481 i 4500 =001 JTE11821J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11821J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11821J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aTurner, R.,$eauthor. =245 10$aAustralian System for Aviation Security Identification Cards and Associated Personnel Background Checking /$cR. Turner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA description is given of the Australian system for aviation security identification cards which authorize persons to be in restricted areas of airports. Considerations in associated background checking of personnel applying for the cards are outlined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAirport security. =650 \0$aAviation security. =650 \0$aIdentification cards. =650 14$aAviation security. =650 24$aIdentification cards. =650 24$aInternational Civil Aviation Organization (ICAO) =650 24$aAirport security. =650 24$aAustralia. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11821J.htm =LDR 01893nab a2200445 i 4500 =001 JTE11824J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11824J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11824J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aSutherland, RG.,$eauthor. =245 10$aStandardized Training through the Use of the ICAO Standardized Training Packages (STPs) /$cRG. Sutherland. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA discussion of the development of standardized training packages (STPs) for global application in aviation security is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTraining. =650 \0$aAviation security. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAviation security. =650 24$aTraining. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11824J.htm =LDR 02480nab a2200469 i 4500 =001 JTE11830J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11830J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11830J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aCartwright, N.,$eauthor. =245 10$aReaching Consensus on Technical Standards through ICAO :$bThe Work of Ad Hoc Group of Specialists on the Detection of Explosives /$cN. Cartwright. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe ICAO Ad Hoc Group of Specialists on the Detection of Explosives was responsible for the preparation and monitoring of the technical annex for the recently signed International Convention on the Marking of Plastic Explosives for the Purposes of Detection. It is also currently developing protocols and standards for the testing and evaluation of explosives detection equipment Under the umbrella of ICAO the group has developed an approach that has very successfully dealt with the challenge of consensus building in this specialized area of new technology and rapidly evolving capability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir security. =650 \0$aPlastic explosives. =650 \0$aExplosives detection. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aExplosives detection. =650 24$aPlastic explosives. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11830J.htm =LDR 02868nab a2200613 i 4500 =001 JTE11812J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11812J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11812J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1185 =082 04$a671.3/5$223 =100 1\$aJin, L-Z,$eauthor. =245 10$aEvaluation of Machinability Data /$cL-Z Jin, R. Sandström. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aSystematic materials selection is essential to fulfill the design criteria. Reliable information on material properties, in turn, is a vital factor for approaching such an objective. The machinability of engineering metals, owing to the marked influence on the production costs, has to be taken into account in the process of materials selection. In an attempt to develop a method for estimating the machinability of engineering metals, machinability data collected from laboratory and literature are assessed. A rating system derived from the metal removal rate is proposed for estimating the relative machinability of carbon and alloy steels, stainless steels, and aluminum, copper, and magnesium alloys. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMilling. =650 \0$aTurning. =650 \0$aDrilling. =650 \0$aMachinability. =650 \0$aMetal removal rate. =650 \0$aMachining operation. =650 \0$aMaterials selection. =650 \0$aMachinability rating. =650 \0$aMilling (Metalwork) =650 \0$aManufacturing, Machines, Tools. =650 14$aMaterials selection. =650 24$aMachinability. =650 24$aMetal removal rate. =650 24$aMachinability rating. =650 24$aMachining operation. =650 24$aTurning. =650 24$aMilling. =650 24$aDrilling. =700 1\$aSandström, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11812J.htm =LDR 02190nab a2200433 i 4500 =001 JTE11829J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11829J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11829J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aDraghetti, PM.,$eauthor. =245 10$aAviation Security Standards Development within ASTM Committee F-12 on Security Systems and Equipment /$cPM. Draghetti. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe structure and objectives of ASTM Committee F-12 on Security Systems and Equipment are described, with emphasis on its active components which involve aviation security. Pertinent existing standards and standards under development are discussed, particularly those within Subcommittees F12.10 on Systems, Products and Services, F12.50 on Locking Devices, and F12.60 on Controlled Access Security, Search and Screening Equipment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAviation security. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAviation security. =650 24$aASTM Committee F-12. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11829J.htm =LDR 02466nab a2200505 i 4500 =001 JTE11810J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11810J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11810J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aRamsamooj, DV.,$eauthor. =245 10$aPrediction of Fatigue Life of Plain Concrete Beams from Fracture Tests /$cDV. Ramsamooj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aA mathematical model, based on the principles of fracture mechanics, is proposed for the prediction of the flexural fatigue life of plain concrete beams. The model predictions are compared with about 400 experimental data from four separate collections, published earlier, covering materials with wide ranges of compressive strengths, 20 Mpa to 44.8 MPa, stress range ratios (minimum/maximum bending stress) of 0 to 0.75, and flexing frequencies of 1 to 20 Hz. There is good agreement between the model and the regression lines fitted to the experimental data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aPC concrete. =650 \0$aTheoretical solution. =650 \0$aExperimental verification. =650 \0$aFracture mechanics. =650 14$aFracture mechanics. =650 24$aFatigue. =650 24$aPC concrete. =650 24$aTheoretical solution. =650 24$aExperimental verification. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11810J.htm =LDR 02542nab a2200565 i 4500 =001 JTE11815J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11815J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11815J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aGaskin, GB.,$eauthor. =245 10$aPreparation of Stainless Steel Adherends for Adhesive Bonding /$cGB. Gaskin, GJ. Pilla, SR. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAdhesively bonded stainless steel aircraft components often fail prematurely at the adhesive/adherend interface. This failure results from exposure of the adhesively bonded joint to various mechanical and thermal stresses, as well as the exposure to hostile environments. Currently, there is not a single, reliable preparation for adhesive bonding that is universally employed for all classes of stainless steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPassivation. =650 \0$aAdhesive bonding. =650 \0$aSurface preparation. =650 \0$aLap shear tension test. =650 \0$aFloating roller peel test. =650 \0$aAdhesives. =650 14$aAdhesive bonding. =650 24$aStainless steel prebonding processes. =650 24$aSurface preparation. =650 24$aPassivation. =650 24$aLap shear tension test. =650 24$aFloating roller peel test. =650 24$aWedge crack extension test. =700 1\$aPilla, GJ.,$eauthor. =700 1\$aBrown, SR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11815J.htm =LDR 02333nab a2200445 i 4500 =001 JTE11827J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11827J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11827J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aForbes, D.,$eauthor. =245 14$aThe Need to Harmonize Cargo Security Rules /$cD. Forbes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe International Civil Aviation Organization (ICAO) has not been able to influence world governments sufficiently to bring about universal support for Annex 17 security measures governing air cargo. The industry, notably the indirect carriers, view government regulatory plans as unrealistic and unconvincing, because of inconsistencies and extremes in the application of Annex 17 principles. The resultant lack of progress could be countered by uniting government and industry within the middle ground of compromise, and by providing ICAO with the machinery to help administrations introduce harmonized practices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir security. =650 \0$aIndirect carriers. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aIndirect carriers. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11827J.htm =LDR 01949nab a2200469 i 4500 =001 JTE11823J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11823J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11823J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aBouisser, J-F,$eauthor. =245 10$aSecurity Technologies and Techniques :$bAirport Security Systems /$cJ-F Bouisser. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA description of pertinent text and figures from the revised Chapter 6, "Technologies and Techniques of Security," of the ICAO security manual is provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTraining. =650 \0$aAir security. =650 \0$aAirport security. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aAirport security. =650 24$aTraining. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11823J.htm =LDR 02482nab a2200577 i 4500 =001 JTE11813J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11813J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11813J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439.A36 =082 04$a620.136$223 =100 1\$aTomesani, L.,$eauthor. =245 10$aRelevant Errors Associated with Tension Testing of Metals /$cL. Tomesani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe problems of properly evaluating the tensile properties of metals are examined. In particular, we estimate the errors introduced by the use of simplified relationships that do not consider the change in specimen volume during the test, and by ordinary regression analysis performed with only one uncertainty-affected variable. Typical values of these errors on different materials are computed by means of tension tests on cylindrical specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aTrue stain. =650 \0$aTrue stress. =650 \0$aUncertainty. =650 \0$aVolume change. =650 \0$aPoisson's ratio. =650 \0$aRegression analysis. =650 \0$atension test. =650 14$aTension test. =650 24$aAccuracy. =650 24$aPoisson's ratio. =650 24$aVolume change. =650 24$aTrue stain. =650 24$aTrue stress. =650 24$aRegression analysis. =650 24$aUncertainty. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11813J.htm =LDR 02925nab a2200541 i 4500 =001 JTE20140057 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140057$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140057$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a666.9$223 =100 1\$aJiesheng, Liu,$eauthor. =245 10$aProperties of Polymer-Modified Mortar Using Silane as an Integral Additive /$cLiu Jiesheng, Liu Ke, Zhang Juan, Li. Jixiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aIn the present paper, the addition of silane to improve the properties of mortar was experimentally investigated. The morphology and microstructure of mortar were investigated by using both scanning electron microscopy (SEM) and polarizing microscopy (PM). The results show that silane significantly alters the microstructure of mortar, reduces the crystallization, restricts the degree of hydration of cement-based materials, and decreases micro-voids. As a result, silane effectively improves the chemical and carbonation resistance, as well as the chloride and water penetration resistance of mortar. Results also indicate that the consistency of mortar was improved but the compressive strength of the mortar was decreased. Specifically, silane would also be beneficial to the bridging cracking function to resist crack propagation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChloride. =650 \0$aCarbonation. =650 \0$aSilane mortar. =650 \0$aWater abosorption. =650 \0$aMortar$vTesting. =650 \0$aPortland cement$vAnalysis. =650 14$aSilane mortar. =650 24$aChloride. =650 24$aWater abosorption. =650 24$aCarbonation. =700 1\$aKe, Liu,$eauthor. =700 1\$aJuan, Zhang,$eauthor. =700 1\$aJixiang, Li.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140057.htm =LDR 02954nab a2200589 i 4500 =001 JTE20140236 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140236$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140236$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB2343.32 =082 04$a378.1/98$223 =100 1\$aIsmail, Ali A.,$eauthor. =245 10$aOn Designing Time-Censored Step-Stress Life Test for Lomax Distribution /$cAli A. Ismail. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis article presents optimum time step-stress partially accelerated life tests (SSPALTs) where a pre-specified censoring time is considered. The time to failure is assumed to have Lomax distribution. Maximum likelihood estimates (MLEs) of SSPALT model parameters are obtained. Moreover, a confidence intervals estimation for the parameters with associated coverage probabilities is obtained. In addition, optimum test plans for SSPALT are also developed. Such test plans minimize the generalized asymptotic variance (GAV) of the MLEs of the model parameters. To demonstrate the theoretical results, Monte Carlo simulations are introduced and a real life example is provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReliability. =650 \0$aType-I censoring. =650 \0$aOptimum test plans. =650 \0$aConfidence intervals. =650 \0$aCoverage probabilities. =650 \0$aStressmanagement. =650 \0$aTest-taking skills. =650 \0$aLomax Distribution. =650 14$aReliability. =650 24$aLomax distribution. =650 24$aStep-stress partially accelerated life tests. =650 24$aMaximum likelihood estimation. =650 24$aConfidence intervals. =650 24$aCoverage probabilities. =650 24$aOptimum test plans. =650 24$aType-I censoring. =650 24$aMonte Carlo simulation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140236.htm =LDR 03032nab a2200517 i 4500 =001 JTE20140305 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140305$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140305$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1056 =082 04$a621.31244$223 =100 1\$aRavi, V.,$eauthor. =245 10$aOperation of PV System With dc-dc Boost-Fed Shunt Active Filter to Mitigate Current Harmonics and Energy Conservation /$cV. Ravi, G. Vijayakumar, C. Karthikeyan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA three-phase four-wire shunt active filter (SAF) with photovoltaic (PV) array operated dc-dc converter is proposed in this paper. When the PV system generates excessive or equal power required to the load demand, then the coordinating logic disconnects the service grid from the load and reduces panel tariff. The PV array is connected to the dc side of SAF through the dc-dc converter with fuzzy-based perturb and observe (P&O) maximum power-point tracking (MPPT) algorithm to eliminate the drawback in the conventional PV system. The reference currents extracted by the fuzzy logic controller-based p-q control strategy. This proposed PV-SAF, if connected at the terminals of a small industry or a home, or a small, lighted institution, can avoid the use of an interruptible power supply and individual stabilizer. A MATLAB simulink is presented to validate the advantage of the proposed system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aP&O MPPT. =650 \0$aDc-dc converter. =650 \0$aEnergy conservation. =650 \0$aPhotovoltaic power systems. =650 \0$aThermoelectric apparatus and appliances. =650 14$aPhotovoltaic shunt active filter (PV-SAF) =650 24$aP&O MPPT. =650 24$aDc-dc converter. =650 24$aEnergy conservation. =700 1\$aVijayakumar, G.,$eauthor. =700 1\$aKarthikeyan, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140305.htm =LDR 04389nab a2200601 i 4500 =001 JTE20140501 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140501$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140501$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.G44 =082 04$a620.1/92$223 =100 1\$aYazdani, Hessam,$eauthor. =245 10$aSensor-Enabled Geogrids for Performance Monitoring of Reinforced Soil Structures /$cHessam Yazdani, Kianoosh Hatami, Brian P. Grady. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aSensor-enabled geogrid (SEGG) technology has been introduced by the authors in the past few years as a new category of geogrid products that possess embedded strain-sensing capability in addition to their conventional reinforcement/stabilization function in geotechnical and transportation applications. In this technology, the strain-sensing function of modified geogrids (SEGG products) arises from their tensoresistivity, which is the sensitivity of the polymer composite electrical conductivity to tensile strain. An SEGG product is filled with a target concentration of conductive fillers such as carbon blacks and carbon nanotubes. The authors' previous studies on SEGG to date were focused on the in-isolation performance of the unitized SEGG and the coating of yarn-type SEGG samples. In the continuation of a long-term study, this paper reported the latest findings on both the in-isolation and in-soil tensoresistivity performance of polyethylene terephthalate (polyester) yarn SEGG specimens that were coated with a strain-sensitive carbon black-filled PVC composite. The formulation of the coating composite was presented and the influences of the soil confining pressure and loading (i.e., strain) rate on the tensoresistivity and tensile strength of SEGG specimens were investigated. It was found that greater confining pressures and strain rates both result in a reduction in the tensoresistivity of the SEGG samples. However, both the magnitude and reproducibility of the measured tensoresistivity in the in-soil tests carried out in this study were judged to be acceptable for civil engineering applications, given that the accuracy of strain distributions in geogrids can be improved by increasing the number of strain data points in each reinforcement layer at a significantly lower cost compared to the conventional methods. It was thus concluded that the SEGG technology holds promise to serve as an alternative to conventional instruments for the performance monitoring of geotechnical structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeogrids. =650 \0$aInstrumentation. =650 \0$aTensoresistivity. =650 \0$aPolymer composites. =650 \0$aStrain measurement. =650 \0$aSelf-sensing materials. =650 \0$aGeogrids$xCongresses. =650 \0$aSoil stabilization$xCongresses. =650 \0$aPavements$xDesign and construction$xCongresses. =650 14$aSensor-enabled geosynthetics. =650 24$aSelf-sensing materials. =650 24$aGeogrids. =650 24$aTensoresistivity. =650 24$aPolymer composites. =650 24$aInstrumentation. =650 24$aStrain measurement. =700 1\$aHatami, Kianoosh,$eauthor. =700 1\$aGrady, Brian P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140501.htm =LDR 03320nab a2200517 i 4500 =001 JTE20140263 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140263$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140263$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a666.9$223 =100 1\$aLee, S. T.,$eauthor. =245 10$aInfluence of Limestone Addition on the Performance of Cement Mortars and Pastes Exposed to a Cold Sodium Sulfate Solution /$cS. T. Lee, R. D. Hooton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThe overall aim of this paper was to establish sulfate resistance of cement mortars and pastes incorporating limestone exposed to severe sulfate attack at 20 and 4°C. Specimens with 0, 10, 20, and 30 % replacement levels of cement by limestone were continually exposed to a sodium sulfate solution with 33,800 ppm of SO42- concentration for 44 weeks. Sulfate exposure tests included compressive and flexural strengths, expansion, and mass loss measurements of mortar specimens. Additionally, in order to identify products formed by sulfate attack, microstructural observations such as X-ray diffraction (XRD) and scanning electron microscopy (SEM) were performed on the paste samples. Experimental results indicated that the mortar specimens incorporating limestone were much more susceptible to sodium sulfate attack compared to those without limestone, especially when exposed to a 4°C sulfate solution. It was found that the main deterioration product of the damaged samples with higher limestone contents was identified as thaumasite, not ettringite or gypsum, by means of XRD and SEM analysis. Furthermore, data on mechanical characteristics confirmed that the sulfate deterioration of mortar specimens was greatly dependent on the replacement levels of limestone. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLimestone. =650 \0$aThaumasite. =650 \0$aSulfate attack. =650 \0$aSolution temperature. =650 \0$aMortar$vTesting. =650 \0$aPortland cement$vAnalysis. =650 14$aLimestone. =650 24$aSulfate attack. =650 24$aSolution temperature. =650 24$aThaumasite. =700 1\$aHooton, R. D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140263.htm =LDR 03298nab a2200505 i 4500 =001 JTE20140544 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140544$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140544$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001.5 =082 04$a625.85$223 =100 1\$aIm, Jeong Hyuk,$eauthor. =245 10$aPerformance Evaluation of Chip Seals for Higher Volume Roads Using Polymer-Modified Emulsions :$bLaboratory and Field Study in North Carolina /$cJeong Hyuk Im, Y. Richard Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis paper presented a study to evaluate the performance of chip seals for higher traffic volume roads. The evaporation test, bitumen bond strength (BBS) test, and Vialit test were used to investigate curing and adhesive behavior. For the laboratory performance, the third-scale model mobile load simulator (MMLS3) was employed to test for aggregate retention, bleeding, and rutting performance. In field, a total of ten test sections were constructed on three different traffic volume roads using different materials and seal types. Some of the field samples were extracted and moved to the laboratory for performance testing. Also, the field sections were monitored to compare the field performance with the laboratory performance. The main findings presented in this paper were as follows: (1) the laboratory test results indicated that the use of polymer modified emulsions (PMEs) improved the chip seal performance in all areas, i.e., curing and adhesive behavior, aggregate retention, bleeding, and rutting; and (2) the field observations indicated that PME-A (styrene butadiene styrene (SBS) polymer-modified emulsion) performs the best of all the emulsions, regardless of seal type and traffic volume. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChip seal. =650 \0$aPerformance properties. =650 \0$aHot in-place recycling. =650 \0$aRecycled materials. =650 \0$aSeal coating. =650 14$aChip seal. =650 24$aCuring and adhesive behavior. =650 24$aPerformance properties. =650 24$aPolymer-modified emulsion. =700 1\$aKim, Y. Richard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140544.htm =LDR 03691nab a2200541 i 4500 =001 JTE20150044 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150044$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150044$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aBoz, Ilker,$eauthor. =245 14$aThe Effect of Aspect Ratio on the Frequency Response of Asphalt Concrete in Impact Resonance Testing /$cIlker Boz, Mansour Solaimanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aA comprehensive study was conducted to investigate the influence of aspect ratio (height/diameter) of laboratory specimens on the frequency response of asphalt concrete when tested with impact resonance (IR). Testing was conducted over a range of air voids and temperatures. The IR test, performed in longitudinal mode over 100 cylindrical asphalt concrete specimens, demonstrated that the test is repeatable and reproducible. It was observed that the test response was greatly dependent on the specimen length regardless of the aspect ratio, but the dependency was not noted for specimens with the same diameter of larger aspect ratios. Specimens with the same aspect ratio but different size delivered different resonant frequencies. The test results indicated that the frequency response increased as the aspect ratio increased approximately up to 0.7, and then it decreased with a nonlinear trend as the aspect ratio increased beyond 0.7, indicating the tendency of the frequency response reaching a plateau as the aspect ratio increased. It was inferred from test results that there was a threshold aspect ratio at which the fundamental longitudinal frequency mode was not the dominant frequency mode. Velocity calculations from measured resonant frequencies indicated that the true material properties could be attained at an aspect ratio of as low as 1. Based on the results of this study, testing specimens with a diameter of 150 mm and a height of 170 mm commonly used for producing dynamic modulus test specimens, provided proper size and aspect ratio for testing with IR. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModulus. =650 \0$aAspect ratio. =650 \0$aAsphalt concrete. =650 \0$aResonant frequency. =650 \0$aImpact resonance test. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt concrete. =650 24$aAspect ratio. =650 24$aImpact resonance test. =650 24$aResonant frequency. =650 24$aModulus. =700 1\$aSolaimanian, Mansour,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150044.htm =LDR 03231nab a2200565 i 4500 =001 JTE20140404 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140404$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140404$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aChen, Xiang,$eauthor. =245 10$aStudy on the Performance of Cold-Recycling Asphalt Mixture Influenced by Activity Sites of Lignin via Chemical Analysis /$cXiang Chen, Jie Liu, Juntao Lin, Jinxiang Hong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aGas chromatograph (GC) and gel permeation chromatography (GPC) were used to investigate the activity sites of lignin, which influence the emulsifiability of emulsifier and mixing performance of cold-recycling asphalt mixture obviously, in this paper. It was found that the emulsifier A prepared by lignin A showed the highest activity in emulsifiability and mixing performance, which was due to its 9.48 activity sites on average. Moreover, emulsifier B synthesized by lignin B exhibited a lower activity on emulsifiability and mixing performance than that of lignin A, which was because lignin B had 7.68 activity sites. However, the mixing performance of emulsifier C could not satisfy the technical specifications for highway asphalt pavement recycling, which was attributed to its 4.42 activity sites only. The synthetic route of this emulsifier was simple and its performances used in cold-recycling were excellent; as such, this kind of emulsifier could have a promising application in the future. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLignin. =650 \0$aActivity site. =650 \0$aCold recycling. =650 \0$aBitumen emulsion. =650 \0$aGas chromatograph. =650 \0$aPavements, Asphalt concrete. =650 14$aLignin. =650 24$aActivity site. =650 24$aGas chromatograph. =650 24$aGel permeation chromatography. =650 24$aCold recycling. =650 24$aBitumen emulsion. =700 1\$aLiu, Jie,$eauthor. =700 1\$aLin, Juntao,$eauthor. =700 1\$aHong, Jinxiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140404.htm =LDR 03439nab a2200541 i 4500 =001 JTE20130088 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130088$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130088$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA437 =082 04$a620.1/2$223 =100 1\$aYang, Suhang,$eauthor. =245 10$aNew Local Compression Test to Estimate In Situ Compressive Strength of Masonry Mortar /$cSuhang Yang, Ruinan Gu, Shuangyin Cao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA new partially destructive test (PDT) method called local compression test method (LCTM) is proposed to estimate the in situ compressive strength of masonry mortar. In this method, the mortar pieces are taken out from horizontal masonry mortar joints and compressed mutually by means of two flat head round bars, the compressive force crushing the mortar piece is measured. The compressive test for the mortar pieces can be interpreted as the compressive strength test for the radially constrained mortar cylinder. The correction coefficient formula is first established through the tests for the local compressive strength of mortar pieces in the standard thickness (10 mm) and other thickness. The empirical correlation relationships between the local compressive strength of mortar pieces and the compressive strength of mortar cubes are presented for the masonry mortar with compressive strength ranging from M2.5 to M15.0. A good correlation between the cube compressive and local compressive strength has been found. The in situ verification tests are undertaken on a number of mortar structures to determine the accuracy of the LCTM. The experimental and analytical results show that this method is accurate and applicable to in situ tests of the masonry mortar compressive strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIn situ test. =650 \0$aMortar piece. =650 \0$aMortar joint thickness. =650 \0$aMasonry$xCongresses. =650 \0$aMasonry. =650 \0$aMortar$xTesting. =650 14$aMortar piece. =650 24$aLocal compression test method (LCTM) =650 24$aIn situ test. =650 24$aCompressive strength of masonry mortar. =650 24$aMortar joint thickness. =700 1\$aGu, Ruinan,$eauthor. =700 1\$aCao, Shuangyin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130088.htm =LDR 04223nab a2200541 i 4500 =001 JTE20140065 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140065$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140065$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD30.23 =082 04$a658.4/03$223 =100 1\$aChen, Shieh-Liang,$eauthor. =245 10$aEvaluating and Selecting the Best Outsourcing Service Country in East and Southeast Asia :$bAn AHP Approach /$cShieh-Liang Chen, Van Kien Pham, James K. C. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b79 =520 3\$aOver the last two decades, outsourcing has been considered a key component for business performance through which firms can narrow their business operations and focus on core competencies. Before doing that, it is vital to evaluate and determine the best outsourcing destination. Unfortunately, only a few studies have been done to help firms make decisions in relation to evaluating a potential outsourcing partner. In addition, most existing studies only emphasized a specific field at the company level, so a complete framework in this field has never been done before. This study therefore attempts to address this research gap by constructing an outsourcing hierarchy model with four levels, namely overall goal, criteria, sub-criteria, and alternative for the use of the AHP approach. In here, criteria would include the most important attributes, which are (1) cost competiveness, (2) human resources, (3) business environment, and (4) government policies. Each criterion itself also consists of several-sub criteria. With respect to these criteria, seven typical outsourcing countries in the East and South East Asia (China, Indonesia, Malaysia, The Philippines, Singapore, Thailand, and Vietnam) were selected to serve as alternatives. As a result, the weight of the higher priority, the more important the criterion or the alternative will be. The results show that cost competiveness is the most important factor in the second level of the hierarchy and it results in the dominance of employee salary, taxes, freight prices, and real estate costs respectively in the third level. Corresponding with this, China is the best outsourcing destination. Additionally, the Philippines, Vietnam, and Thailand are emerging as three attractive countries due to the positive change of government policies as well as the improvements of human resources and national infrastructure. Generally, this study not only enriches the existing literature, but also provides readers and decision-makers a comprehensive view toward the given field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsian region. =650 \0$aDecision-maker. =650 \0$aOutsourcing. =650 \0$aBesluitvorming. =650 \0$aDecision making$vMethodology. =650 \0$aWiskundige modellen. =650 14$aOutsourcing. =650 24$aAnalytic hierarchy process (AHP) =650 24$aMulti-criteria decision making. =650 24$aDecision-maker. =650 24$aAsian region. =700 1\$aPham, Van Kien,$eauthor. =700 1\$aChen, James K. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140065.htm =LDR 03210nab a2200565 i 4500 =001 JTE20130029 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130029$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130029$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aNguyen, Manh Tuan,$eauthor. =245 12$aA New Fatigue Failure Criterion Based on Crack Width of Asphalt Concrete Under Indirect Tensile Mode of Loading /$cManh Tuan Nguyen, Hyun Jong Lee, Jongeun Baek, Joon-shik Moon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aIn general, the fatigue life of asphalt concrete, representing its resistance against fatigue cracking, is determined based on stiffness or deformation, which is not directly related to crack development. This paper proposes a new fatigue failure criterion considering crack development in indirect tension (IDT) fatigue tests under the stress-controlled mode of loading. The crack length and width of IDT specimens were monitored periodically using two digital cameras mounted on each face of the IDT specimens. Fatigue failure was defined as the number of loading cycles corresponding to the beginning of rapid crack opening. A simple approach as for practical applications was proposed to estimate the crack width from the horizontal deformation of an IDT specimen. Finally, the validity of the new fatigue criterion was evaluated relative to an existing fatigue failure criterion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack width. =650 \0$aAsphalt concrete. =650 \0$aCrack development. =650 \0$aFatigue failure criterion. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aAsphalt concrete. =650 24$aIndirect tensile fatigue test. =650 24$aFatigue failure criterion. =650 24$aCrack development. =650 24$aCrack width. =700 1\$aLee, Hyun Jong,$eauthor. =700 1\$aBaek, Jongeun,$eauthor. =700 1\$aMoon, Joon-shik,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130029.htm =LDR 03164nab a2200529 i 4500 =001 JTE20140321 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140321$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140321$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA403.3 =082 04$a515/.2433$223 =100 1\$aKilic, Gokhan,$eauthor. =245 10$aWavelet Analysis With Different Frequency GPR Antennas for Bridge Health Assessment /$cGokhan Kilic, Mehmet S. Unluturk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aThis study presents an examination and a presentation of ground-penetrating radar (GPR) on a heavily used high-speed railway bridge in Turkey. This study also considers GPR mapping using two different antennas (2 GHz and 500 MHz), and their reliability in terms of locating subsurface features, such as rebar (lower and upper reinforcement) and the presence of moisture. Moreover, GPR interesting results in terms of the structural crack locations by detecting discontinuities and breakdowns in the wavelets' travel with the incorporation of wavelet analysis into the process of the collected raw data of the high-speed railway bridge under survey. This study promotes the GPR and the wavelet analyses in the health monitoring and assessment of bridge structures. By increasing insight into the kinds of structural deterioration that can occur in structures, such as high-speed railway bridges, this study also has implications for the process of tool selection in structural inspection. The wavelet analysis can be used as an effective tool in analyzing and presenting the results of the GPR survey. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRebar position. =650 \0$aMoisture ingress. =650 \0$aWavelet analysis. =650 \0$aBridge structures. =650 \0$aWavelet. =650 \0$aWavelets (Mathematics) =650 14$aBridge structures. =650 24$aGPR. =650 24$aMoisture ingress. =650 24$aRebar position. =650 24$aWavelet analysis. =700 1\$aUnluturk, Mehmet S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140321.htm =LDR 04073nab a2200517 i 4500 =001 JTE20140165 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140165$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140165$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNB249.B42 =082 04$a709.2$223 =100 1\$aDegirmenci, Züleyha,$eauthor. =245 10$aInvestigation of Thermal Comfort Properties of Jeggings Manufactured by the Use of Knitted Denim-Like Fabrics /$cZüleyha Degirmenci, Nihat ßelik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThis paper reported the evaluation, discussions, and results of our study on thermal comfort properties of jeggings manufactured by the use of eighteen different types of fleeced knitted fabrics, all of which have been specially designed and produced as to get denim-like appearance. Jeggings, originally, defines tight-fitting stretch pants for women, styled to resemble a pair of denim jeans. Thermal comfort properties of jeggings are of great importance since they are usually used as summer clothes. Tests were performed on air permeability, water vapor permeability, thermal resistance, and absorptivity of the fabrics. Air permeability has been realized under a constant air pressure by the use of SDL Atlas Air Permeability Tester according to the ISO 9237 standard (ISO 9237:1999: Textile-Determination the Air Permeability of Textile Materials, ISO, Geneva, Switzerland, 1999). Water vapor permeability test results were obtained as the index values using SDL Atlas Rotational Platform Tester according to ASTM E96/E96M-14 (Standard Test Methods for Water Vapor Transmission of Materials, ASTM International, West Conshohocken, PA, 2014, www.astm.org). Thermal resistance and thermal absorptivity tests have been applied on an Alambeta tester. The main goal of the study, besides a contribution to the literature to extend the knowledge in this field, was choosing the best suited fabric or fabrics that were comparatively better than the others examined in this study in terms of the optimized characteristics for wearing cloths as jeggings in summer. Hence, the overall test results were compared in graphic form and evaluated statistically using the SPSS 17.0 package program. Additionally, the multi-response optimization method was applied on the data using the Design Expert 8.0 package program to help for selection of convenient fabric/fabrics for this purpose. At the end of the study, it was found that the fabrics which have bamboo and modal fleecy yarns are suitable for summer wear. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJeggings. =650 \0$aFleecy yarn. =650 \0$aThermal comfort. =650 \0$aKnitted denim-like fabric. =650 \0$aTextile. =650 14$aKnitted denim-like fabric. =650 24$aJeggings. =650 24$aFleecy yarn. =650 24$aThermal comfort. =650 24$aMulti-response optimization. =700 1\$aßelik, Nihat,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140165.htm =LDR 03543nab a2200565 i 4500 =001 JTE20140392 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140392$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140392$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aGe, Zhesheng,$eauthor. =245 10$aAir Void Detection Using Ground-Penetrating Radar and Its Relationship to Moisture Damage /$cZhesheng Ge, Hao Wang, Hao Yao, Qingshan Zhang, Long Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aMoisture transport in asphalt mixtures is influenced by the distribution and connectivity of air voids in the mixture. Therefore, characterization of air void structure is important for predicting moisture damage potential. The purpose of this paper was to detect the air void content of asphalt pavement using ground penetration radar (GPR) and then evaluate the moisture damage potential of asphalt mixtures with different air void contents. In particular, an innovative device, a dynamic water pressure tester (DWPT), was used to evaluate the resistance of asphalt mixture to moisture damage. A rotary loaded wheel tester (RLWT) was used to measure rutting resistance of asphalt mixture before and after being tested by DWPT. A linear relationship between air voids and the amplitudes of wave valley in the GPR signal was found. It suggested that the GPR waveform could be used to detect the air void content of asphalt pavement layers consistent with laboratory measurements. The relationship between air voids and rut depths measured with RLWT showed that an increase in air void content led to an increase in rut depth. Test results in the laboratory indicated that dynamic water pressure resulted in the greater reduction of strength and increase of rut depth if the asphalt mixture has higher air void contents. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir void. =650 \0$aRutting depth. =650 \0$aAsphalt pavement. =650 \0$aTensile strength. =650 \0$aGround-penetrating radar. =650 \0$aPavements, Asphalt concrete. =650 14$aAsphalt pavement. =650 24$aAir void. =650 24$aRutting depth. =650 24$aTensile strength. =650 24$aGround-penetrating radar. =700 1\$aWang, Hao,$eauthor. =700 1\$aYao, Hao,$eauthor. =700 1\$aZhang, Qingshan,$eauthor. =700 1\$aZhang, Long,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140392.htm =LDR 03739nab a2200529 i 4500 =001 JTE20130288 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130288$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130288$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aHill, Robert,$eauthor. =245 10$aQuantifying Timing of Return to Traffic for Asphalt Cement Based Full Depth Reclamation Mixtures in the Laboratory /$cRobert Hill, Andrew Braham. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aFull depth reclamation (FDR) is a pavement structure rehabilitation technique that uses in-place material to build structural capacity of a roadway. By mixing together 8-12 in. of pavement structure with a binding agent, a higher structural capacity can be achieved. However, there is often a period of time prior to the binding agent fully curing where traffic is released to the FDR before a surface course is applied. In this research, five laboratory testing devices attempted to quantify how asphalt cement based FDR builds resistance to raveling during this traffic. Four in-house designed and built testing devices were compared to the existing cold in-place recycling raveling test. Factors explored during evaluation included curing time (0-48 h), binding agent (asphalt emulsion and asphalt foam), and curing condition (ambient temperature and 40°C). In general, all five testing devices showed a decrease in potential raveling with longer curing times using an asphalt emulsion binding agent at ambient curing temperatures. Asphalt emulsion FDR showed higher resistance to raveling than asphalt foam FDR at ambient curing temperatures, but curing at 40°C did not give conclusive evidence on resistance to raveling versus ambient curing temperatures. Finally, this testing was applied in the laboratory to give a general indication of the performance of each testing device; therefore, the testing devices need to be taken into the field to verify these initial laboratory findings and to begin building correlations between the lab test results and actual raveling susceptibility in the field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt foam. =650 \0$aAsphalt emulsion. =650 \0$aReturn to traffic. =650 \0$aFull depth reclamation. =650 \0$aPavement rehabilitation. =650 \0$aPavements, Asphalt concrete. =650 14$aFull depth reclamation. =650 24$aPavement rehabilitation. =650 24$aReturn to traffic. =650 24$aAsphalt emulsion. =650 24$aAsphalt foam. =700 1\$aBraham, Andrew,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130288.htm =LDR 03379nab a2200541 i 4500 =001 JTE20140432 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140432$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140432$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB127 =082 04$a616/.0472$223 =100 1\$aPeterson, Karl W.,$eauthor. =245 10$aRobust Test of the Flatbed Scanner for Air-Void Characterization in Hardened Concrete /$cKarl W. Peterson, Gerald C. Anzalone, Sona Nezami, Claire Yea Sol Oh, Haizhu Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aIn the province of Ontario, Canada, the Ministry of Transportation administers a quality assurance testing program for all new concrete construction where air content and spacing factor are measured. Testing is performed by qualified operators in accordance with ASTM C457/C457M-12. In this study, 324 routine samples that had been tested by qualified operators were obtained and analyzed for air-void parameters by an alternative automated flatbed scanner method. A strong correlation was found between the manual and automated methods. This research explored the premise that summary statistics from a small set of training samples could be used to define a set of global threshold levels to measure air-void parameters from a much larger population. Two different methods for setting the global thresholds were tested: one based on arithmetic means, and another based on modal location parameters derived from type I extreme value distributions. The frequency of false-negative errors (failure to detect a defect) was used as a criterion to assess the different threshold methods. Automated test results derived using global thresholds based on arithmetic means minimized the occurrence of false-negative events. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir-voids. =650 \0$aThreshold. =650 \0$aFlatbed scanner. =650 \0$aContrast enhancement. =650 \0$aPain Threshold. =650 14$aAir-voids. =650 24$aContrast enhancement. =650 24$aThreshold. =650 24$aFlatbed scanner. =700 1\$aAnzalone, Gerald C.,$eauthor. =700 1\$aNezami, Sona,$eauthor. =700 1\$aOh, Claire Yea Sol,$eauthor. =700 1\$aLu, Haizhu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140432.htm =LDR 02899nab a2200529 i 4500 =001 JTE20150037 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150037$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150037$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.166$223 =100 1\$aChidambaram, R. Siva,$eauthor. =245 10$aPerformance Evaluation of Geogrid-Confined Beam-Column Joints With Steel Fiber Reinforced Concrete Under Cyclic Loading /$cR. Siva Chidambaram, Pankaj Agarwal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aCyclic performance of beam-column joint specimens was evaluated under conventional confinement and geogrid confinement with and without steel fiber reinforced concrete (SFRC). The efficacy of these specimens was compared on the basis of hysteresis behavior, load-deformation envelope curve, energy dissipation, strength and stiffness degradation, moment-rotation relationship, and failure pattern with damage index. The test results indicated that the additional geogrid confinement at the joint improved the performance significantly, and the use of SFRC further helped to increase the shear resistance capacity of the joint. The damage index of geogrid-confined specimens was reduced to at least one level lower on the same deformation range as compared to the conventional specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctility. =650 \0$aCyclic evaluation. =650 \0$aGeogrid confinement. =650 \0$aHysteresis behavior. =650 \0$aMicromechanics. =650 \0$aMechanical properties. =650 14$aCyclic evaluation. =650 24$aHysteresis behavior. =650 24$aGeogrid confinement. =650 24$aSFRC. =650 24$aDuctility. =700 1\$aAgarwal, Pankaj,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150037.htm =LDR 03638nab a2200481 i 4500 =001 JTE20150019 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150019$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150019$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD96.A8 =082 04$a543/.5$223 =100 1\$aBenkstein, K. D.,$eauthor. =245 10$aFourier Transform Infrared Absorption Spectroscopy for Quantitative Analysis of Gas Mixtures for Homeland Security Applications /$cK. D. Benkstein, W. S. Hurst, D. C. Meier, P. M. Chu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aChemical detectors are crucial tools for first responders during emergency-response scenarios and for continuous monitoring of public spaces for general safety. For those who depend upon chemical detectors for safety and security, ensuring that detectors alarm at specified levels is critical. During detector performance evaluation, the accurate delivery of known concentrations of the chemical target to the detector is a key aspect of the test. Referee methods enable the analyte test concentration and associated uncertainties in the analyte test concentration to be validated by independent analysis, which is especially important for reactive analytes. This work demonstrates a method to use Fourier transform infrared (FT-IR) absorption spectroscopy for quantitatively evaluating the composition of vapor streams containing hazardous materials at acute exposure guideline levels (AEGL) under test conditions defined in recently published standard specifications for chemical vapor detectors. The described method covers the use of primary reference spectra to establish analyte concentrations, the generation of secondary reference spectra suitable for measuring analyte concentrations under specified testing environments, and the use of referee feedback to compensate for depletion of the test analyte. Important benefits of this approach included verification of the test analyte concentration with characterized uncertainties by in situ measurements co-located with the detector under test, near-real-time feedback, and broad applicability to toxic industrial chemicals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuantitative analysis. =650 \0$aAtomic emission spectroscopy. =650 14$aToxic industrial chemicals. =650 24$aFT-IR absorption spectroscopy. =650 24$aQuantitative analysis. =700 1\$aHurst, W. S.,$eauthor. =700 1\$aMeier, D. C.,$eauthor. =700 1\$aChu, P. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150019.htm =LDR 04117nab a2200661 i 4500 =001 JTE20140287 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140287$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140287$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96/142$223 =100 1\$aZarr, Robert R.,$eauthor. =245 10$aSensitivity Analysis for a Guarded-Hot-Plate Apparatus :$bA Methodology Based on Orthogonal Experiment Designs /$cRobert R. Zarr, James J. Filliben. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aResults and analyses of a sensitivity study of six controlled variables on the response of the National Institute of Standards and Technology (NIST) 500 mm guarded-hot-plate apparatus are presented. The effects of four factors held constant as well as three uncontrolled environmental variables were also examined. The goal of the study is to derive a sensitivity analysis ranking of the relative importance of factors and interactions affecting the apparatus. Sixty-six thermal conductivity measurements were conducted across three experiments at a mean temperature of 310 K for a pair of fibrous-glass specimens (120 kg.m-3) having nominal dimensions 500 mm in diameter and 26 mm in thickness. The apparatus response was studied using an orthogonal fractional factorial design, a one-factor-at-a-time design, and a full factorial design for a subset of factors from the fractionated design. The results indicate that most important factor affecting the thermal conductivity measurement was the temperature difference across the air space separating the central meter plate and the surrounding guard plate, described here as the gap temperature difference (?Tg). The study also revealed an interaction between the gap temperature difference and the temperature difference across the specimen (?Tavg). An empirical model for the results of the sensitivity study is presented. Results of the gap temperature difference (?Tg) are similar to published results from another guarded-hot-plate apparatus. Improvements for equipment operation, as well as insights to the sources of experimental uncertainty, are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOrthogonal. =650 \0$aRuggedness. =650 \0$aSensitivity. =650 \0$aFull factorial. =650 \0$aGuarded hot plate. =650 \0$aThermal insulation. =650 \0$aExperimental design. =650 \0$aFibrous glass board. =650 \0$aFractional factorial. =650 \0$aThermal conductivity. =650 \0$aIsothermal transformation diagrams. =650 \0$aCooling curves. =650 14$aExperimental design. =650 24$aFractional factorial. =650 24$aFull factorial. =650 24$aGuarded hot plate. =650 24$aFibrous glass board. =650 24$aOrthogonal. =650 24$aRuggedness. =650 24$aSensitivity. =650 24$aThermal conductivity. =650 24$aThermal insulation. =700 1\$aFilliben, James J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140287.htm =LDR 03480nab a2200481 i 4500 =001 JTE20140132 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140132$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140132$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aChen, Jie,$eauthor. =245 10$aAlternative Approach for Strain Measurement and Control in Fatigue Tests at Elevated Temperature /$cJie Chen, Zihui Xia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aFor strain-controlled fatigue tests, especially at elevated temperature, implementation of knife-edges and punching dimples within the gauge length of a specimen is a common practice to mount the extensometer. Premature failure on the test section of the specimens might be introduced by implementing these techniques. In this paper, an alternative approach is introduced to control and measure the strains in fatigue tests. Two dimples outside the gauge-length section are punched and used to mount the extensometer. The correlation between the controlled (measured) strain and the strain within the gauge-length section is established. For the isothermal fatigue tests (strain cycling at constant elevated temperature), the correlation can be established either through analytical analysis or finite-element analysis (FEA). By comparing the hysteresis loops obtained through the correlation and the one directly measured within the gauge length, it is found that the established correlation obtained from FEA has better agreement with the latter result. In addition, this technique can also be used for thermal-mechanical fatigue (TMF) tests (both temperature and strain cycling). However, it is found that the correlation developed through FEA does not give accurate result. Therefore, the interconnection should be established through a cyclic test, in which two extensometers are mounted on the specimen, one measures the strain within the gauge length and the other measures the strain outside the gauge length. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExtensometer. =650 \0$aIsothermal fatigue. =650 \0$aMetals$vMechanical properties. =650 14$aIsothermal fatigue. =650 24$aThermal-mechanical fatigue. =650 24$aStrain measurement and control. =650 24$aExtensometer. =700 1\$aXia, Zihui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140132.htm =LDR 02573nab a2200433 i 4500 =001 JTE20130230 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130230$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130230$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD38.5 =082 04$a658.5$223 =100 1\$aChang, Che-Wei,$eauthor. =245 10$aConstructing an Evaluation Model to Assess the Supply Chain Management System in the Taiwan Semiconductor Industry /$cChe-Wei Chang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThis study presents an evaluation model that can be used to select a supply chain management system (SCMS) related to the semiconductor industry, thereby enabling administrators or decision makers to identify the most appropriate system to be implemented or reimplemented. The analytic network process based decision-making method for constructing an evaluation method can provide decision makers in the semiconductor industry or business administrators with a valuable reference for evaluating the SCMS, helping to identify the most appropriate system for either implementing or reimplementing the SCMS. Furthermore, the proposed model can assist entrepreneurs in assessing the SCMS, indicating that the model is highly applicable for academic and commercial purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSupply Chain Management. =650 14$aSCMS. =650 24$aANP. =650 24$aMulti-criteria decision making. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130230.htm =LDR 03960nab a2200529 i 4500 =001 JTE20140480 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140480$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140480$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aHakimzadeh, Salman,$eauthor. =245 10$aSingle-Edge Notched Disk Fracture Test for Asphalt Concrete /$cSalman Hakimzadeh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aAsphalt concrete is commonly used as the surface layer in many pavement structures. One of the most important characteristics of asphalt concrete is its cracking resistance. At present, the conventional engineering material parameters such as tensile strength and dynamic modulus are the parameters used in the process of flexible pavement designs. In order to improve the design process, development and use of mechanistic-based design methods are necessary. These methods require characteristics that accounts for fracture resistance of asphalt concrete materials such as fracture energy. Thus, the use of a fracture mechanics approach and the development of valid fracture tests which are able to extract fundamental fracture properties of asphalt concrete are crucial. The goals of this research were to first introduce and evaluate a new and more practical fracture test, called single-edge notched disk (SEND) test, that can be easily used to characterize fracture properties of asphalt concrete, and second, to describe testing and analysis technique used in this investigation. As compared to other available fracture tests, the SEND test had several advantages, including capability of using field specimens, easy specimen preparation and test procedure, simple load configuration and test fixtures, big fractured surface area, and capability to induce cracks to propagate across the pavement thickness. Since the SEND test combined materials' visoelastic deformation with fracture, it was able to simulate real life failure in pavements more accurately as compared to other existing fracture tests. The scope of this study was on laboratory and field compacted, dense graded asphalt mixture specimens. The results of the study clearly showed the ability of the SEND test to characterize fracture properties of various types of asphalt concrete mixtures at different testing temperatures, loading rates, and air void levels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSize effect. =650 \0$aFracture energy. =650 \0$aAsphalt concrete. =650 \0$aCracking resistance. =650 \0$aFracture properties. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt concrete. =650 24$aFracture energy. =650 24$aFracture properties. =650 24$aCracking resistance. =650 24$aSize effect. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140480.htm =LDR 03535nab a2200553 i 4500 =001 JTE20130335 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130335$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130335$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP624.5.D726 =082 04$a572.8/636$223 =100 1\$aCarpentier, Paige,$eauthor. =245 13$aAn Improved Short-Beam Method for Measuring Multiple Constitutive Properties for Composites /$cPaige Carpentier, Andrew Makeev, Liu Liu, Brian Shonkwiler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe short beam shear (SBS) test method combined with digital image correlation (DIC) deformation measurement is used in this work to study constitutive properties of the IM7/8552 carbon/epoxy composite material system. Dependence of the shear stress approximation on the SBS specimen span-to-thickness (s/t) ratio has been investigated. A stress model developed in a previous study is expanded to account for this dependency. In addition, the effect of nonzero transverse normal stresses on a simple closed-form approximation for tensile and compressive axial moduli has been assessed. Results from the expanded closed-form solution verify that transverse normal stress has little influence on the measurement of the axial moduli. Also, the SBS test setup has been refined as a result of the sensitivity of the measured axial strain distribution to the specimen alignment in the test fixture. The test results obtained in this work are compared with previously published results to demonstrate the ability of a single unidirectional SBS test to capture multiple constitutive properties including axial tensile and compressive moduli, the nonlinear shear stress-strain response in the plane of loading, and to show that measured material properties do not depend on the test specimen size. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnisotropy. =650 \0$aMechanical testing. =650 \0$aMechanical properties. =650 \0$aDigital image correlation. =650 \0$aImage analysis. =650 \0$aImage Processing, Computer-Assisted. =650 14$aPolymer-matrix composites. =650 24$aMechanical properties. =650 24$aMechanical testing. =650 24$aDigital image correlation. =650 24$aAnisotropy. =700 1\$aMakeev, Andrew,$eauthor. =700 1\$aLiu, Liu,$eauthor. =700 1\$aShonkwiler, Brian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130335.htm =LDR 03415nab a2200505 i 4500 =001 JTE20140442 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140442$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140442$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aYang, Zhong,$eauthor. =245 10$aEffect of the Types of Superplasticizers on the Fresh, Mechanical, and Durability Properties of the High-Performance Concrete /$cZhong Yang, Hui Zhao, Wei Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b47 =520 3\$aThe aim of this study is to examine the effect of the types of superplasticizers (SPs) on the properties of the high-performance concrete (HPC). Three types of SPs, i.e., polycarboxylate- based (PCA) SP, sulfonated naphthalene-formaldehyde with 0.5 % sodium sulfate (LSNF) SP, and sulfonated naphthalene-formaldehyde with 16.8 % sodium sulfate (HSNF) SP, were used. The fresh, mechanical, durability properties, and water porosity of the SPs concrete were tested. Utilizing SPs in the concrete increased the initial slump and the water porosity of the concrete, reduced the mechanical properties of the concrete. The SPs-blended concrete had the higher carbonation depth and chloride ion diffusion coefficient, the better durability properties under drying-wetting cycles than the control concrete. Moreover, PCA SP of the lower dosage than LSNF, HSNF SPs was used in the concrete to achieve the same initial slump of the concrete. The concrete containing 0.28 % PCA SP had the higher slump preservation and mechanical properties, the lower water porosity, carbonation depth, and chloride ion diffusion coefficient than that with 0.8 % LSNF SP, 1.0 % HSNF SP. The concrete mixtures with 0.8 % LSNF SP, 1.0 %, HSNF SP were more effective on resistance damage under drying-wetting cycles than that with 0.28 % PCA SP. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDurability properties. =650 \0$aMechanical properties. =650 \0$aHigh-performance concrete. =650 \0$aMetals$vMechanical properties. =650 14$aTypes of superplasticizers. =650 24$aHigh-performance concrete. =650 24$aMechanical properties. =650 24$aDurability properties. =700 1\$aZhao, Hui,$eauthor. =700 1\$aSun, Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140442.htm =LDR 03747nab a2200577 i 4500 =001 JTE20140535 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140535$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140535$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.1/8$223 =100 1\$aSilva, A.,$eauthor. =245 10$aMechanical Characteristics of Lightweight Mortars on Small-Scale Samples /$cA. Silva, A. Soares, I. Flores-Colen, J. de Brito. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aOccasionally, in laboratory conditions, it can be advantageous to use small-scale specimens, e.g., when the amount of available material is limited or expensive or when there are space limitations. The characteristics of any tested material such as concrete or mortar are affected by the specimens' size; therefore it is important to consider this effect when estimating the properties of these materials. Despite the extensive studies about the effect of the specimens' size in concrete, there is a shortage of information about this matter in mortars. This study presented the effects of specimens' size on the mechanical properties of cement-based lightweight mortars. These included the compressive strength and flexural strength, bulk density, dynamic Young's modulus, and ultrasonic pulse velocity. For this purpose, statistical analyses were conducted in order to correlate test values from standard samples and small-scale samples and to analyze the feasibility of estimating the mechanical strength from non-destructive tests on small-scale samples. In order to facilitate the production of small-scale specimens, an alternative mixing method was also tested. The results obtained show correlation factors around 0.9, which was found suitable to estimate the mechanical characteristics by using small-scale samples instead of standard specimens. The correlations obtained from the relationships between the results of mechanical strength and non-destructive tests were also evaluated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSize effect. =650 \0$aMixing process. =650 \0$aRender coatings. =650 \0$aLightweight mortars. =650 \0$aSmall-scale samples. =650 \0$aComposite materials$xMechanical properties. =650 \0$aEstruturas. =650 14$aSmall-scale samples. =650 24$aSize effect. =650 24$aMechanical characteristics. =650 24$aMixing process. =650 24$aRender coatings. =650 24$aLightweight mortars. =700 1\$aSoares, A.,$eauthor. =700 1\$aFlores-Colen, I.,$eauthor. =700 1\$ade Brito, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140535.htm =LDR 04098nab a2200589 i 4500 =001 JTE20140325 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140325$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140325$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aUG485 =082 04$a006.32$223 =100 1\$aAzid, Azman,$eauthor. =245 10$aSelection of the Most Significant Variables of Air Pollutants Using Sensitivity Analysis /$cAzman Azid, Hafizan Juahir, Mohd Ekhwan Toriman, Azizah Endut, Mohd Nordin Abdul Rahman, Mohd Khairul Amri Kamarudin, Mohd Talib Latif, Ahmad Shakir Mohd Saudi, Che Noraini Che Hasnam, Kamaruzzaman Yunus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aThis study was conducted to determine the most significant parameters for the air-pollutant index (API) prediction in Malaysia using data covering a 7-year period (2006-2012) obtained from the Malaysian Department of Environment (DOE). The sensitivity analysis method coupled with the artificial neural network (ANN) was applied. Nine models (ANN-API-AP, ANN-API-LCO, ANN-API-LO3, ANN-API-LPM10, ANN-API-LSO2, ANN-API-LNO2, ANN-API-LCH4, ANN-API-LNmHC and ANN-API-LTHC) were carried out in the sensitivity analysis test. From the findings, PM10 and CO were identified as the most significant parameters in Malaysia. Three artificial neural network models (ANN-API-AP, ANN-API-LO, and ANN-API-DOE) were compared based on the performance criterion [R2, root-mean-square error (RMSE), and squared sum of all errors (SSE)] for the best prediction model selection. The ANN-API-AP, ANN-API-LO, and ANN-API-DOE models have R2 values of 0.733, 0.578, and 0.742, respectively; RMSE values of 8.689, 10.858, and 8.357, respectively; SSE values of 762,767.22, 1,191,280.60, and 705,600.05, respectively. The findings exhibit the ANN-API-LO model has a lower value in R2 and higher values in RMSE and SSE than others. ANN-API-LO model was considered as the best model of prediction because of fewer variables was utilized as input and far less complex than others. Hence, the use of fewer parameters of the API prediction has been highly practicable for air resource management because of its time and cost efficiency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir-pollutant index. =650 \0$aSensitivity analysis. =650 \0$aCommand and control systems. =650 \0$aNetwork analysis (Planning) =650 \0$aNeural networks (Computer science) =650 14$aSensitivity analysis. =650 24$aArtificial neural network. =650 24$aAir-pollutant index. =700 1\$aJuahir, Hafizan,$eauthor. =700 1\$aToriman, Mohd Ekhwan,$eauthor. =700 1\$aEndut, Azizah,$eauthor. =700 1\$aAbdul Rahman, Mohd Nordin,$eauthor. =700 1\$aAmri Kamarudin, Mohd Khairul,$eauthor. =700 1\$aLatif, Mohd Talib,$eauthor. =700 1\$aMohd Saudi, Ahmad Shakir,$eauthor. =700 1\$aChe Hasnam, Che Noraini,$eauthor. =700 1\$aYunus, Kamaruzzaman,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140325.htm =LDR 02676nab a2200541 i 4500 =001 JTE20140089 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140089$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140089$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA372 =082 04$a515.35$223 =100 1\$aYifei, Gao,$eauthor. =245 10$aCalculation of the Maximum Bending Strain :$bMachine and Specimen Components and Their Orientation Angles With "Vector Method" /$cGao Yifei, Liang Xinbang, Bao Lei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$a"Vector method" was used in the calculation of the maximum bending strain (machine and specimen components) for circular and rectangular cross-section specimens under axial loading and bending. This method satisfactorily solved the orientation angle calculation problem for rectangular cross-section specimens (including thick and thin rectangular cross-section) caused by the testing machine component and the specimen component under the maximum bending strain, which is not solved in the ASTM E1012-12 and ISO 23788. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRectangular. =650 \0$aAxial loading. =650 \0$aOrientation angle. =650 \0$aAlignment verification. =650 \0$aMaximum bending strain. =650 \0$aVector bundles. =650 14$aAxial loading. =650 24$aAlignment verification. =650 24$aMaximum bending strain. =650 24$aOrientation angle. =650 24$aRectangular. =700 1\$aXinbang, Liang,$eauthor. =700 1\$aLei, Bao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140089.htm =LDR 03698nab a2200529 i 4500 =001 JTE20130310 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130310$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130310$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD195.G57 =082 04$a363.7$223 =100 1\$aLee, Seung-Tae,$eauthor. =245 10$aPerformance of Cementitious Composites Incorporating Ground TFT-LCD Waste Glass /$cSeung-Tae Lee, JaeJun Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aIn South Korea, a great amount of thin-film transistor liquid-crystal display (TFT-LCD) waste glass in the form of industrial waste has been produced during the electronic equipment manufacturing process in recent years. This paper presents a detailed experimental study on the performance of mortar specimens replaced partially by TFT-LCD waste glass (TLWG). The replacement level of TLWG was the main test variable. Setting time, compressive and flexural strengths, drying shrinkage, and chloride-ion permeability tests of mortar specimens incorporating TLWG were carried out to evaluate the possibility of recycling TLWG as a cementitious material. In addition, field-emission scanning electron microscope (FE-SEM) investigations were used to observe the effect of TLWG replacement on the microstructural changes of paste samples. From the test results, it was found that higher replacement levels of TLWG (above 20 %) negatively affected the strength, drying shrinkage, and chloride-ion penetrability of mortar specimens because it led to a porous structure in the hardened cement system. On the other hand, because of the pozzolanic activity, the use of TLWG up to a maximum 10 % replacement level was possibly effective in enhancing mechanical properties of mortars. This was verified through the microstructural observations by SEM and energy dispersive spectroscopy (EDS) analysis. Hence, taking into consideration economical and mechanical factors, it can be concluded that appropriate replacement of TLWG as a cementitious material holds promise in the production of concrete, as well as in recycling industrial waste. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGlasses. =650 \0$aRecycling. =650 \0$aMicrostructures. =650 \0$aMechanical properties. =650 \0$aRecycling (Waste) =650 \0$aGlass manufacture$xEnvironmental aspects. =650 \0$aGlass waste$xRecycling. =650 14$aGlasses. =650 24$aRecycling. =650 24$aMechanical properties. =650 24$aMicrostructures. =700 1\$aLee, JaeJun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130310.htm =LDR 02995nab a2200541 i 4500 =001 JTE20140055 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140055$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140055$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a530.4/16$223 =100 1\$aRenshu, Yang,$eauthor. =245 10$aExperimental Research of Crack Propagation in Polymethyl Methacrylate Material Containing Flaws Under Explosive Stress Waves /$cYang Renshu, Wang Yanbing, Guo Dongming, Xue Huajun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe crack propagation behavior of the material polymethyl methacrylate with flaws under the effects of explosive stress waves were studied using a digital laser dynamic caustics method. Four different kinds of experimental conditions were set: open joints, closed joints, confined pressure around the specimen, and double boreholes. A digital high-speed camera was utilized to record a series of dynamic caustics spots at the tip of the propagation wing cracks. The cracks' paths and the dynamic stress intensity factor (DSIF) at the tip of the two wing cracks are evaluated. Crack patterns, variation of DSIF, and the mechanisms of the wing cracking process are analyzed and discussed. The results provided an effective experimental basis for evaluating and designing directional controlled blasting for excavating rock faces and tunnels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlaws. =650 \0$aDynamic caustics. =650 \0$aNonlinearwaves. =650 \0$aSolids. =650 \0$aStresswaves. =650 \0$aCrack Propagation. =650 14$aFlaws. =650 24$aCrack propagation. =650 24$aDynamic caustics. =650 24$aDirectional controlled blasting. =700 1\$aYanbing, Wang,$eauthor. =700 1\$aDongming, Guo,$eauthor. =700 1\$aHuajun, Xue,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140055.htm =LDR 03809nab a2200589 i 4500 =001 JTE20140510 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140510$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140510$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/40287$223 =100 1\$aMinhajuddin, Mohd,$eauthor. =245 10$aCrack Propagation Parametric Assessment of Modified Asphalt Mixtures Using Linear Elastic Fracture Mechanics Approach /$cMohd Minhajuddin, Gourab Saha, Krishna Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThe main objective of this study was to deduce and assess crack propagation parameters of twelve asphalt mixtures including: eight conventional dense graded, two polymer-modified gap graded, and two asphalt-rubber gap graded mixtures using the EN 12697-44:2010 based monotonic semi-circular bending (SCB) test. The asphalt mixes were prepared using different binder types, binder contents, and air voids levels totaling 72 samples with two replicates per mix type. Dense graded mixes had higher fracture toughness than rubber- and polymer-modified mixes at various temperatures. Total fracture energy and residual energy were higher for modified mixes than dense mixes. The share of residual energy in rubber-modified mixtures was 80 % of total fracture energy, indicating that even though a crack initiates in these mixes, it will take much more time to completely fail those materials. Predictive models for crack propagation parameters were developed and were based upon material properties. All three models had very good statistical goodness of fit measures (R2adj >= 0.80, and Se/Sy <= 0.38). Overall, extensive experimentation and analytical methodologies provided a first of its kind comparative understanding of fracture crack propagation mechanism of conventional versus modified asphalt mixtures based on rationally established SCB test technique using a linear elastic fracture mechanics approach. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPredictive models. =650 \0$aModified asphalt mix. =650 \0$aTotal fracture energy. =650 \0$aResidual fracture energy. =650 \0$aConcrete$xFracture. =650 \0$aPavements, Asphalt concrete$xTesting. =650 \0$aPavements, Concrete$xTesting. =650 \0$aCrack Propagation. =650 14$aSemi-circular bending test. =650 24$aCrack propagation. =650 24$aTotal fracture energy. =650 24$aResidual fracture energy. =650 24$aPredictive models. =650 24$aModified asphalt mix. =650 24$aLEFM. =700 1\$aSaha, Gourab,$eauthor. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140510.htm =LDR 03313nab a2200553 i 4500 =001 JTE20140479 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140479$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140479$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ184 =082 04$a621.8/33$223 =100 1\$aLiu, Xintian,$eauthor. =245 10$aDurability Testing Method of a Hub-Reducer System Based on the Shanghai Standard Road Driving Cycle /$cXintian Liu, Songlin Zheng, Tie Chen, Guoqing Liang, Jinzhi Feng, Xin Ning. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b48 =520 3\$aElectric vehicles are equipped with electric-drive wheel systems, so the development of matching hub reducers with proper durability is important. Based on the Shanghai standard road-driving cycle, this paper forecasts the load spectrum for key components of the hub-reducer system. After considering the material strengthening under low-amplitude loads, the reducer system running-in test specification is issued. This paper also develops an electric-drive system durability test specification on the basis of the Miner linear cumulative damage theory, and estimates the hub-reducer durability mileage. The bench test for durability shows that the first round of the prototype design satisfied the durability mileage required, and the bending-fatigue strength of the gear is sufficiently reliable, which gives possibilities for further lightweight designs. This method can be applied for the lightweight designing of other key automotive components. It also provides empirical evidence for developing automotive products that meet the standard road-driving-cycle conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDurability test. =650 \0$aHub-reducer system. =650 \0$aGear. =650 \0$aLife (Durability) =650 \0$aLubrication. =650 14$aHub-reducer system. =650 24$aDurability test. =650 24$aLow-amplitude load strengthening. =650 24$aShanghai standard road-driving cycle. =700 1\$aZheng, Songlin,$eauthor. =700 1\$aChen, Tie,$eauthor. =700 1\$aLiang, Guoqing,$eauthor. =700 1\$aFeng, Jinzhi,$eauthor. =700 1\$aNing, Xin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140479.htm =LDR 02931nab a2200517 i 4500 =001 JTE20150149 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150149$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150149$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aHou, Shuguang,$eauthor. =245 10$aGeneration of the Two-Dimensional Discrete Element Sample of Asphalt Mixtures /$cShuguang Hou, Dong Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe discrete element method is now increasingly used in the micro-mechanical analysis of asphalt mixtures. The digital image-based method is usually used to prepare the 2D discrete element sample. However, this method is costly and time-consuming. In this study, a series of algorithms were developed to generate the 2D discrete element sample of asphalt mixtures based on the probability analysis. Firstly, the shapes and sizes of the 2D aggregates cut from 3D aggregates were analyzed and their probabilities were computed. Based on this, an algorithm was proposed to generate the 2D aggregates. Secondly, a method was developed to calculate the number of 2D aggregates in the 2D asphalt mixture sample. Lastly, the algorithms for generating the 2D discrete element sample were summarized and discussed. With these algorithms, the 2D discrete element sample of asphalt mixtures can be generated directly and rapidly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAlgorithms. =650 \0$aAsphalt mixtures. =650 \0$aDiscrete element method. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt mixtures. =650 24$aDiscrete element method. =650 24$aAlgorithms. =650 24$a3D aggregates. =650 24$a2D aggregates. =700 1\$aZhang, Dong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150149.htm =LDR 04143nab a2200577 i 4500 =001 JTE20140373 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140373$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140373$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aMeena, Pushpendra Kumar,$eauthor. =245 10$aEstimation of Fatigue Life Using Resilient Moduli of Asphalt Mixtures /$cPushpendra Kumar Meena, Gourab Saha, Krishna Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThe objective of this study was to determine the fundamental resilient moduli (Mr) parameters of four asphalt-rubber gap-graded (AR-gap), one asphalt-rubber open-graded (AR-open), four polymer-modified gap-graded (P-gap), and two conventional dense-graded asphalt concrete (DGAC) mixes at various temperatures and frequencies using ASTM D7369-11-based standard resilient modulus test [Standard Test Method for Determining the Resilient Modulus of Bituminous Mixtures by Indirect Tension Test, ASTM International, West Conshohocken, PA, 2011, www.astm.org]. Mr tests were conducted at 15°C, 25°C, and 35°C and at 0.5, 1, 1.5, and 2 Hz on a total of 33 samples with three samples per mix. DGAC mixes had the highest Mr followed by P-gap and AR-gap, and then followed by the AR-open mixes. Mr master curves were constructed for the mixes with 25°C as a reference. Furthermore, the Mr model was developed based on the material properties of 11 mixes totaling 121 data points provided by R2adj = 0.9436 (adjusted coefficient of estimation), and Se/Sy = 0.1579 (ratio of standard error to standard deviation indicative of relative accuracy of the predictive model), depicting excellent correlation between the measured and predicted Mr. Fatigue lives of each mix type was predicted using the obtained Mr and estimated tensile strains. The fatigue lives of the modified gap-graded mixes were found to be seven times higher than the conventional mixes. A novel approach was also devised to obtain fatigue lives of conventional and modified mixtures with a reduced thickness design concept based criterion with Mr being the major input parameter. Overall, it is envisioned that the Mr parameters obtained in this study will be helpful to understand the performance characteristics of the different mixes through future laboratory-field correlations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaster curve. =650 \0$aPredictive model. =650 \0$aResilient modulus. =650 \0$aModified asphalt mix. =650 \0$aFatigue life estimation. =650 \0$aConventional asphalt mix. =650 \0$aPavements, Asphalt concrete. =650 14$aASTM D7369-11. =650 24$aResilient modulus. =650 24$aFatigue life estimation. =650 24$aPredictive model. =650 24$aMaster curve. =650 24$aConventional asphalt mix. =650 24$aModified asphalt mix. =700 1\$aSaha, Gourab,$eauthor. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140373.htm =LDR 03681nab a2200457 i 4500 =001 JTE20130127 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130127$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130127$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a628.306$223 =100 1\$aKim, Seong-Kyum,$eauthor. =245 10$aPerformance Evaluation of a Plastic Foundation for Sewage Pipeline /$cSeong-Kyum Kim, Dong-Hang Lee, Kwan-Ho Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aEarth pressure (i.e., the overburden pressure caused by hydraulic pressure and vehicle traffic loads) affects sewage pipelines. In particular, backfill materials and the execution of works considerably affect the amount of damage to sewage pipelines. A plastic foundation has been developed to reduce this damage. The load-deformation test results obtained using a universal testing machine show that the load of a rigid concrete pipe (a typical rigid pipe) increased when the contact angle of the lightweight plastic foundation increased. When the contact angle was 135°, as in case A1 in this study, 4.1 tons and 3.4 tons were measured at the sockets and pipe body, respectively. For a contact angle of 90° (case A2), the destructive strength was measured as 3.7 tons at the sockets and 2.9 tons at the pipe body. Overall, the deformation of the pipe resulted in tensile strain in the diametrical direction, and slight shrinkage occurred in the longitudinal direction of the pipe as a result of loading on a prefabricated lightweight plastic foundation. For the foundation of the polyethylene triple-wall corrugated pipe, 100 % new plastic was used for case B1, whereas 50 % recycled plastic was used for case B2. The results show that 1.49 tons were observed at 5 % of pipe strain for case B1, whereas 1.35 tons were observed at 5 % of pipe strain for case B2. The recycled plastic foundation showed a tendency to somewhat reduce the load relative to the foundation that consisted of original materials. The results of destructive strength tests on a plastic foundation show that case B1 featured 13.78 tons of loading and 5.16 mm of deformation, whereas case B2 showed 9.66 tons of loading and 5.41 mm of deformation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWater-pipes$xDeterioration$xCase studies. =650 \0$aSewerage$xInspection$xCase studies. =650 \0$aSewage$xPurification$xCase studies. =650 \0$aPipeline failures$xEvaluation$xCase studies. =700 1\$aLee, Dong-Hang,$eauthor. =700 1\$aLee, Kwan-Ho,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130127.htm =LDR 03295nab a2200541 i 4500 =001 JTE20140182 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140182$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140182$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA372 =082 04$a515.35$223 =100 1\$aKhlif, Naziha,$eauthor. =245 10$aJoint Selective Encryption of CAVLC and Signs of Motion Vectors for H.264/AVC /$cNaziha Khlif, Taheni Damak, Fahmi Kammoun, Nouri Masmoudi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aCurrently, researchers are orienting their effort to selective encryption in order to protect video sequences against attacks during their transmission over a public channel. The reasons for this trend are of great importance. To reduce video data amount, the video compression chain is essential and to ensure their security, while in transmission, an encryption algorithm is evident. Thus, inserting the encryption module in the video compression chain is better than applying compression and encryption separately in terms of computing time. This paper presents a chaos based encryption method inserted in the H.264 Advanced Video Coding (AVC) used for video conferencing applications. The selective encryption was applied on context adaptive variable length coding (CAVLC) and on the signs of motion vectors. The results were deducted according to the values of peak signal to noise ratio (PSNR), structural similarity (SSIM) and the encryption rate (ER). Combining selective encryption of CAVLC (SE-CAVLC) and motion vector sign encryption (MVSE) are interesting in terms of enhancing the encryption and to damage the visual quality of the decoded video for both Intra and Inter predicted frames. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChaos. =650 \0$aH.264/AVC. =650 \0$aMotion vector. =650 \0$aSelective encryption. =650 \0$aVector bundles. =650 14$aSelective encryption. =650 24$aChaos. =650 24$aH.264/AVC. =650 24$aCAVLC. =650 24$aMotion vector. =700 1\$aDamak, Taheni,$eauthor. =700 1\$aKammoun, Fahmi,$eauthor. =700 1\$aMasmoudi, Nouri,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140182.htm =LDR 02865nab a2200565 i 4500 =001 JTE20140121 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140121$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140121$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.1/36$223 =100 1\$aSallam, Yassin Shaher,$eauthor. =245 10$aEffect of Concrete Strength Class on Performance of CFRP-Confined Concrete under Compression /$cYassin Shaher Sallam, Shamsad Ahmad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThis paper presents results of an experimental study on the effect of concrete strength class on performance of carbon-fiber-reinforced-polymer (CFRP)-strengthened concrete subjected to compression. Test results indicated that the strength of CFRP-confined concrete increases with increase in number of confining layers; however, the increase in strength as a result of CFRP confinement was more significant for the lower strength class of concrete than the higher strength class of concrete. Using the experimental data obtained from the present work and from the literature, an empirical equation is derived that correlates the confinement effectiveness coefficient and unconfined compressive strength of concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aCompression. =650 \0$aConfinement. =650 \0$aStrengthening. =650 \0$aStrength class. =650 \0$aConcreteconstruction. =650 \0$aHighstrengthconcrete. =650 \0$aPerformance. =650 14$aCFRP sheets. =650 24$aConfinement. =650 24$aConcrete. =650 24$aStrength class. =650 24$aStrengthening. =650 24$aCompression. =700 1\$aAhmad, Shamsad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140121.htm =LDR 03769nab a2200553 i 4500 =001 JTE20140541 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140541$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140541$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK6570.M6 =082 04$a621.3821$223 =100 1\$aWu, Che-I,$eauthor. =245 10$aTraffic Information Estimation Methods From Handover Events /$cChe-I Wu, Chi-Hua Chen, Bon-Yeh Lin, Chi-Chun Lo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aFast growth of the economy and technology upgrades have led to improvements in the quality of traditional transport systems. As such, the use of intelligent transportation systems (ITS) has become more and more popular. The implementation and improvement of real-time traffic information systems are an important parts of ITS. Compared with other traditional methods, traffic information estimations from cellular network data are now readily available, more cost-effective, and easier to deploy and maintain. This study assumed that nonvehicle calls could be filtered out and vehicles could be tracked on road segments. A novel ITS model was proposed to indicate the relationship between call arrival rate and traffic density. Moreover, the vehicle speed and traffic flow were estimated by using cellular floating vehicle data (CFVD) and the proposed novel ITS model. In experiments, this study used a VISSIM traffic simulator and adopted the average call inter-arrival time and call holding time to simulate communication behavior on road segments. The estimated traffic information was compared with the simulated traffic information from stationary vehicle detectors (VD). The results indicated that the average accuracies for vehicle speed estimation, traffic flow estimation, and traffic density estimation in the congested flow case were 97.63, 89.72, and 90.45 %, respectively. Therefore, this approach was feasible to estimate traffic information for ITS improvement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCellular network. =650 \0$aSpeed estimation. =650 \0$aTraffic flow estimation. =650 \0$aTelecommunication systems$xDesign and construction. =650 \0$aComputer network architectures$xDesign and construction. =650 \0$aCellular telephone systems$xDesign and construction. =650 14$aIntelligent transportation system. =650 24$aCellular network. =650 24$aSpeed estimation. =650 24$aTraffic flow estimation. =650 24$aTraffic density estimation. =700 1\$aChen, Chi-Hua,$eauthor. =700 1\$aLin, Bon-Yeh,$eauthor. =700 1\$aLo, Chi-Chun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140541.htm =LDR 03535nab a2200541 i 4500 =001 JTE20140044 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140044$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140044$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP405 =082 04$a612.8/233$223 =100 1\$aWang, Cheng-Hua,$eauthor. =245 10$aElucidating How Interface Design and Cognitive Function Affect Learning Performance in the Enterprise Resource Planning (ERP) Software System /$cCheng-Hua Wang, Wen-Ya Tsai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b127 =520 3\$aEnterprise resource planning (ERP) is an increasingly widely utilized educational model globally. Several scholars have suggested that user satisfaction and intention to use can each effectively affect learning performance. However, whether user satisfaction and learning performance are related remains unclear. This study has the following four objectives: to examine the primary determinants of user learning satisfaction in an ERP environment; to determine how user satisfaction, intention to use, and learning performance are related to each other; to determine whether intention to use affects learning performance and mediates the relationship between user satisfaction and learning performance, and to evaluate the effectiveness of the proposed model in explaining the effects of the learner interface, interaction and attitude of the instructor toward the student on user satisfaction, supporting evaluation of mediation learning performance by intention to use. The results of SEM analysis indicate that the model that is proposed exhibits goodness-of-fit. Interface design and cognitive function significantly and positively influence learning performance. User satisfaction and intention to use both significantly and positively affect learning performance. Intention to use mediates the relationship between between user satisfaction and learning performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCognitive function. =650 \0$aInterface design. =650 \0$aLearning performance. =650 \0$aUser satisfaction. =650 \0$aAttention. =650 \0$aAufmerksamkeit. =650 \0$aCognitive neuroscience. =650 14$aERP. =650 24$aLearning performance. =650 24$aCognitive function. =650 24$aInterface design. =650 24$aUser satisfaction. =700 1\$aTsai, Wen-Ya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140044.htm =LDR 02852nab a2200505 i 4500 =001 JTE20140312 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140312$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140312$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aAmirkhanian, A. N.,$eauthor. =245 10$aForward and Inverse Analysis of Concrete Fracture Using the Disk-Shaped Compact Tension Test /$cA. N. Amirkhanian, D. W. Spring, J. R. Roesler, G. H. Paulino. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aA new concrete fracture geometry is presented, which can quantify multiple fracture properties from a single specimen test. The disk-shaped compact tension (DCT) geometry allows specimens to be fabricated from laboratory cylinders or field cores. The DCT fracture test characterizes the concrete's critical stress intensity factor, KIC, critical crack-tip opening displacement, CTODc, and initial fracture energy, Gf, as well as the specimen-dependent total fracture energy, GF. The DCT-based fracture properties have the same experimental variation as the single-edge notched beam test. The experimentally derived fracture parameters were implemented into a cohesive zone model, which enabled estimation of concrete tensile strength from field-extracted cores. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInverse analysis. =650 \0$aConcrete fracture. =650 \0$aConcrete characterization. =650 \0$aFracture mechanics. =650 14$aConcrete fracture. =650 24$aInverse analysis. =650 24$aConcrete characterization. =700 1\$aSpring, D. W.,$eauthor. =700 1\$aRoesler, J. R.,$eauthor. =700 1\$aPaulino, G. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140312.htm =LDR 03986nab a2200589 i 4500 =001 JTE20150031 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150031$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150031$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 =082 04$a620.1/1292$223 =100 1\$aKwon, Ohsun,$eauthor. =245 10$aExamination of Short-Term Aging Temperature for Modified WMA Mixtures Based on High-Temperature Properties /$cOhsun Kwon, Sungun Kim, Hyungbae Kim, Joong Hyun Han, Kwang W. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aWhen a polymer is used in warm-mix asphalt (WMA) technology, the materials should be heated to a level high enough to maintain its workability because of the high stiffness of the polymer. The styrene-butadiene-styrene (SBS)-modified hot-mix asphalt (HMA) mixtures are produced at approximately 20°C-30°C higher than normal (unmodified) mixtures. If a modified WMA mixture is produced at a lower temperature, the modified WMA mixture will be weaker than the HMA because of the excessive stiffness of the binder at warm temperature. Therefore, using an adequate production temperature [short-term aging (STA) temperature in laboratory] is important for modified WMA mixtures. This study examined STA temperatures of SBS-modified WMA mixtures based on two high-temperature properties [wheel tracking (WT), and deformation strength (SD)], and one ambient-temperature property [indirect tensile strength (ITS)], using four SBS brands. Modified WMA mixtures were prepared in three different STA temperatures (125°C, 135°C, and 145°C). Statistical analyses showed that the three properties of the mixes produced by the STA temperature of 125°C were significantly lower than those of other STA temperatures, at an ? = 0.05 level. The STA temperature of 145°C was acceptable for some SBSs, but not for all. Therefore, properties of SBS-modified WMA mixtures were highly dependent upon STA temperatures that significantly affect the workability and compactability. Because modified WMA mixes showed significantly different properties because of the STA temperature, use of proper STA temperatures is very important for WMA mixes to perform properly at high temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWheel tracking. =650 \0$aDeformation strength. =650 \0$aIndirect tensile strength. =650 \0$aStrength of materials. =650 \0$aMechanische Eigenschaft. =650 \0$aWerkstoff. =650 14$aWMA. =650 24$aShort-term aging temperature. =650 24$aWheel tracking. =650 24$aDeformation strength. =650 24$aSD. =650 24$aIndirect tensile strength. =650 24$aSBS. =700 1\$aKim, Sungun,$eauthor. =700 1\$aKim, Hyungbae,$eauthor. =700 1\$aHan, Joong Hyun,$eauthor. =700 1\$aKim, Kwang W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150031.htm =LDR 03878nab a2200517 i 4500 =001 JTE20140441 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140441$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140441$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aChen, Jian-Shiuh,$eauthor. =245 10$aEngineering Properties of Asphalt Concrete Patching Mixtures /$cJian-Shiuh Chen, Han-Chang Ho, Min-Chih Liao, Tai-Yen Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aPotholes are a visible and annoying form of pavement distress for highway users. One reason for the short life of pothole repairs is that the commonly used patching mixtures cannot withstand the wet weather and the traffic loading. A comprehensive laboratory investigation was performed to evaluate the engineering properties of hot-mix, cold-laid (HMCL) asphalt concrete patching mixtures. The performance characteristics of patching materials was categorized based on four aspects related to initial stability, in-service durability, water resistance, and workability. The engineering properties of HMCL patching mixes were investigated, including Marshall stability, indirect tensile strength, rutting resistance, pothole simulation, and uniaxial compression. Four binders, one aggregate type, two gradations, and one residual binder content were selected for testing in the laboratory. Test results indicated that curing time, nominal maximum aggregate size, temperature condition, and binder type influenced the performance of maintenance materials. The difference in indirect tensile strength among patching mixtures was shown to be high, and the indirect tensile test appeared to be effective in differentiating patching mixtures. A preliminary criterion of the dynamic stability value of more than 1000 cycles/mm was suggested for maintenance materials for rutting resistance. Patching mixtures subjected to loading cycles of 30 or higher to reach 3-mm rut depth under wet conditions in the pothole test were deemed satisfactory in resistance to moisture-induced damage. The patching mixtures tested exhibited good workability at temperatures of 20°C or higher. Test procedures and acceptance criteria developed in this study could be useful as part of a specification to promote quality of bituminous patching mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPothole. =650 \0$aStability. =650 \0$aWorkability. =650 \0$aPavements, Asphalt concrete. =650 14$aPothole. =650 24$aHot-mix cold-laid patching material. =650 24$aStability. =650 24$aWorkability. =700 1\$aHo, Han-Chang,$eauthor. =700 1\$aLiao, Min-Chih,$eauthor. =700 1\$aWang, Tai-Yen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140441.htm =LDR 04307nab a2200613 i 4500 =001 JTE20140270 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140270$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140270$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.S5 =082 04$a624.1/7762$223 =100 1\$aLi, Jinghao,$eauthor. =245 10$aTesting and Evaluation of a Slot and Tab Construction Technique for Light-Weight Wood-Fiber-Based Structural Panels Under Bending /$cJinghao Li, John F. Hunt, Shaoqin Gong, Zhiyong Cai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis paper presented construction and strain distributions for light-weight wood-fiber-based structural panels with tri-grid core made from phenolic impregnated laminated paper composites under bending. A new fastening configuration of slots in the faces and tabs on the core was applied to the face/core interfaces of the sandwich panel in addition to epoxy resin. Both normal strain gages and shear strain gages were attached on these panels to analyze inside strain distributions by third point load bending test. The purpose of the bending test was to investigate the various strain distributions of panels with different face/core configurations that identified the critical failure modes for future design. In this research, four panels with different configurations were constructed to analyze the influence of strain distributions for bending behavior. Either maximum localized normal strain or shear strain were used to judge failures and associated failure modes through observation. Test results of strain distribution showed normal strain was primarily carried by both top and bottom faces. As bending load increased, compression buckling occurred on the top surface of some panels with thinner faces. Face thickness and stiffness significantly affected the strength of the panel as evident by nonlinear strain behavior. Meanwhile, the shear strain was primarily taken by the ribs in the structural core, and shear failure always occurred in the longitudinal linear ribs of core with thicker faces. The shear strain in the cross ribs was approximately half that of the longitudinal linear ribs in the same section of shear zone, which was consistent with the geometric formula. The problem of panel imperfections resulting in either face compression buckling or rib shear buckling could be overcome by further design optimization, and the analytical modeling for bending design and evaluation was presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain gage. =650 \0$aFailure mode. =650 \0$aTri-grid core. =650 \0$aSandwich panel. =650 \0$aBending testing. =650 \0$aStrain distribution. =650 \0$aBending. =650 \0$aShells (Engineering) =650 14$aSandwich panel. =650 24$aTri-grid core. =650 24$aWood-fiber-based laminated paper. =650 24$aTab and slot configuration. =650 24$aStrain gage. =650 24$aStrain distribution. =650 24$aBending testing. =650 24$aFailure mode. =700 1\$aHunt, John F.,$eauthor. =700 1\$aGong, Shaoqin,$eauthor. =700 1\$aCai, Zhiyong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140270.htm =LDR 02620nab a2200529 i 4500 =001 JTE20140266 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140266$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140266$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5549.5.M63 =082 04$a658.4/09$223 =100 1\$aWang, Mei-Ling,$eauthor. =245 10$aEvaluating the Lagged Effects of Direct Employee Equity Incentives on Organizational Innovation /$cMei-Ling Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b44 =520 3\$aThis study evaluated the lagged effects of direct employee equity incentives on organizational innovation. Based on a sample consisting of 366 publicly listed high-tech firms in Taiwan, we tested the lagged effects in pooled-time-series data during the time period of 1995-2004. The fixed-effects models showed that direct employee equity incentive schemes indeed enhanced innovation as measured by the number of patents, and the positive effects lasted for 4 years. The results imply that direct employee equity schemes have lagged effects on organizational innovation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPatent. =650 \0$aInnovation. =650 \0$aLagged effect. =650 \0$aHigh-tech firms. =650 \0$aEmployee motivation. =650 \0$aManagement. =650 \0$aEmployee Incentive Plans. =650 14$aDirect employee equity incentive. =650 24$aInnovation. =650 24$aPatent. =650 24$aLagged effect. =650 24$aHigh-tech firms. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140266.htm =LDR 04093nab a2200577 i 4500 =001 JTE20140061 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140061$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140061$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/1233$223 =100 1\$aHossain, Zahid,$eauthor. =245 10$aUse of the Multiple Stress Creep Recovery (MSCR) Test Method to Characterize Polymer-Modified Asphalt Binders /$cZahid Hossain, Debaroti Ghosh, Musharraf Zaman, Kenneth Hobson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aUse of polymer-modified binder has become much more important in recent years to enhance the durability and strength of asphalt concrete (AC) pavements in order to sustain higher traffic volumes, heavier loads, and extreme weather conditions. Unlike neat (unmodified) asphalt binders, polymer-modified binders are sensitive to the applied stress levels and show a nonlinear response in rutting factor and phase angle. The widely used dynamic shear rheometer (DSR) test (AASHTO T315) is not sufficient to capture viscoelastic properties of polymer modified-asphalt binders. Thus, state transportation agencies often need to conduct additional expensive and time consuming "PG Plus" tests (e.g., elastic recovery (ER), force ductility, toughness, and tenacity) for characterizing polymer-modified binders. Multiple stress creep recovery (MSCR), a recently introduced test method (AASHTO TP 70) for measuring high temperature properties of an asphalt binder, is expected to replace the existing AASHTO T315 for short-term aged binder. In the current study, MSCR and Superpave tests were conducted on three commonly used performance grade (PG) binders (PG 64-22, PG 70-28, and PG 76-28) from 12 different sources throughout Oklahoma. Based on expected traffic loads and service temperatures, the tested binder samples were graded in accordance with the MSCR grading system. The non-recoverable creep compliance (Jnr) and MSCR % recovery values obtained from the MSCR tests were then analyzed using the polymer curve and quadrant methods to assess the feasibility of the adoption of the MSCR test method for conditions prevailing in Oklahoma. Findings of this study reveal that the MSCR test method can be used to characterize polymer-modified binders without penalizing suppliers or risking the users. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aCreep compliance. =650 \0$aElastic recovery. =650 \0$aNon-recoverable strain. =650 \0$aMaterials$xCreep. =650 \0$aStress relaxation (Physics) =650 \0$aViscoelasticity. =650 \0$aMultiple Stress Creep Recovery. =650 14$aElastic recovery. =650 24$aRutting. =650 24$aMscr. =650 24$aCreep compliance. =650 24$aNon-recoverable strain. =700 1\$aGhosh, Debaroti,$eauthor. =700 1\$aZaman, Musharraf,$eauthor. =700 1\$aHobson, Kenneth,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140061.htm =LDR 03952nab a2200493 i 4500 =001 JTE20140016 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140016$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140016$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624/.257$223 =100 1\$aBerke, Ryan B.,$eauthor. =245 10$aUsing Specimen Geometry to Isolate Flexural and Torsional Vibration Modes During Sonic Resonance /$cRyan B. Berke, Mark E. Walter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe ASTM E1875 method of sonic resonance is a convenient means of obtaining the elastic material properties of materials, particularly at high temperatures. The technique is performed by exciting a rectangular bar specimen to vibrate over a range of frequencies while measuring the amplitude of the bar's vibrations. At specific frequencies, a local maximum in the displacement amplitude denotes either flexural or torsional resonance. The elastic and shear moduli are then computed from the first flexural and torsional resonant frequencies, respectively, as well as from the mass and dimensions of the bar. However, for certain bar geometries, the sequence in which the different resonant frequencies occur depends on the Poisson's ratio of the material. Because the amplitudes measured during the tests do not distinguish between flexure and torsion, and because Poisson's ratio is generally not known a priori, it is desirable to select specimen geometries for which only one sequence of frequencies is possible. This paper presents an analytical approach to determine what Poisson's ratio would need to be in order for the first torsional frequency to always be higher than the second flexural frequency. This critical value for Poisson's ratio is shown to be a function solely of geometry and can therefore be selected at will through the choice of length, width, and height of the bar. When the critical Poisson's ratio is chosen to be greater than 0.5 and therefore non-physical, the first torsional frequency of the bar will always be higher than the second flexural frequency, regardless of the material composing the bar. A comparable approach is used to identify geometries that ensure that the first torsional frequency is always less than the third flexural frequency. When one selects geometries for which the sequence of the different resonant modes is known, the actual Poisson's ratio of the material is no longer needed to compute the elastic constants. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElastic modulus. =650 \0$aPoisson's ratio. =650 \0$aElastomers. =650 \0$aShear modulus. =650 14$aASTM standard sonic resonance. =650 24$aElastic modulus. =650 24$aShear modulus. =650 24$aPoisson's ratio. =700 1\$aWalter, Mark E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140016.htm =LDR 03466nab a2200577 i 4500 =001 JTE20140386 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140386$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140386$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP624.5.D726 =082 04$a572.8/636$223 =100 1\$aDai, Shuhong,$eauthor. =245 10$aConcrete Stress Intensity Factor Evaluation With a Digital Image Correlation Approach /$cShuhong Dai, Liming Dai, Yishan Pan, Xiaoli Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aA method for determining mode I and mixed-mode I-II stress intensity factors of concrete material was developed in this research on the basis of the displacement fields obtained through a digital image correlation (DIC) approach. Single-edge notched (SEN) concrete beams subjected to three points bending and four points shearing exertions were implemented for conducting the experiments to evaluate the mode I and mixed-mode I-II fracture propagations. The dynamically varying displacement fields around the crack tip are determined by the DIC approach corresponding to the crack propagation. The instant positions of the crack tip and the corresponding stress intensity factors were determined with utilization of the displacement fields around the crack tip. The results of the research showed that the mode I and mixed-mode I-II stress intensity factors and crack tip positions of concrete materials can be accurately and effectively determined with the method developed. More significantly, the displacement field and the fracture parameters of the concert material can all be quantitatively determined for any instance corresponding to the processes of the crack propagations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMode I fracture. =650 \0$aConcrete fracture. =650 \0$aMixed-mode I-II fracture. =650 \0$aStress intensity factors. =650 \0$aImage analysis. =650 \0$aImage Processing, Computer-Assisted. =650 14$aStress intensity factors. =650 24$aCrack tip position. =650 24$aDIC. =650 24$aConcrete fracture. =650 24$aMode I fracture. =650 24$aMixed-mode I-II fracture. =650 24$aCrack tip propagation. =700 1\$aDai, Liming,$eauthor. =700 1\$aPan, Yishan,$eauthor. =700 1\$aLiu, Xiaoli,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140386.htm =LDR 04025nab a2200517 i 4500 =001 JTE20140018 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140018$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140018$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aGhabchi, Rouzbeh,$eauthor. =245 10$aMicro-Structural Analysis of Moisture-Induced Damage Potential of Asphalt Mixes Containing RAP /$cRouzbeh Ghabchi, Dharamveer Singh, Musharraf Zaman, Zahid Hossain. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aThis study was undertaken to evaluate the effects of reclaimed asphalt pavement (RAP) on moisture-induced damage potential of asphalt mixes using two different approaches: (i) micro-structural analysis of aggregate-asphalt bonding based on the surface free energy (SFE), and (ii) mechanical testing of asphalt mixes using retained indirect tensile strength ratio (TSR) and Hamburg wheel tracking (HWT). This study involved two phases. In the first phase, the SFE (non-polar, acidic and basic) components of a virgin PG 64-22 binder mixed with 0, 25, and 40 % of simulated RAP binder and aggregates (limestone, rhyolite, RAP extracted aggregate) were measured using a dynamic contact angle (DCA) device and a universal sorption device (USD), respectively. Thereafter, composite work of adhesion and composite work of debonding, and composite energy ratios for each combination of asphalt binder and aggregates were determined to assess the moisture-induced damage potential of the mixes containing different percentages of RAP (0, 25, and 40 %). In the second phase, the TSR and HWT tests were conducted on asphalt mixes containing different percentages of RAP (0, 25, and 40 %) to evaluate their moisture-induced damage potential. Both the methods showed that the moisture-induced damage potential decreased with increasing amount of RAP in asphalt mixes. A strong correlation was found to exist between the moisture-induced damage potential predicted using the micro-structural method and laboratory performance tests. It was found that the micro-structural energy approach, as a mechanistic framework, can be successfully used as an indicator of moisture-induced damage potential of the asphalt mixes. It is expected that the present study would be helpful in understanding the moisture-induced damage potential of flexible pavements containing RAP. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurface free energy. =650 \0$aMoisture-induced damage. =650 \0$aMicro-structural analysis. =650 \0$aPavements, Asphalt concrete. =650 14$aReclaimed asphalt pavement (RAP) =650 24$aMoisture-induced damage. =650 24$aMicro-structural analysis. =650 24$aSurface free energy. =700 1\$aSingh, Dharamveer,$eauthor. =700 1\$aZaman, Musharraf,$eauthor. =700 1\$aHossain, Zahid,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140018.htm =LDR 03497nab a2200529 i 4500 =001 JTE20140409 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140409$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140409$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aYi, Junyan,$eauthor. =245 10$aCharacterization of the Bonding Fracture Properties of the Asphalt-Aggregate System Using a Thin-Film Interface Test /$cJunyan Yi, Shihui Shen, Dongsheng Wang, Yudong Huang, Decheng Feng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aAdhesion between asphalt-aggregate and cohesion within asphalt mastic has a significant effect on the performance of asphalt mixtures. Conventional testing methods and studies normally only focus on one of the damage modes (adhesion or cohesion), although in real asphalt mixtures (asphalt-aggregate system), these two failure modes can happen together depending on the material and loading conditions. The objective of this paper was to characterize the interface bonding characteristics of the asphalt-aggregate system using the thin-film interface test and the fracture property parameter, critical state energy density (CSED), and identify the key factors that could affect the interface bonding characteristics. The thin-film interface test simulated a more realistic bonding condition and monitored the damage between thin-film asphalt and aggregate. Experimental results showed that the effects of temperature and loading rate on the interface bonding characteristics were significant. The time-temperature superposition principle is found to work in both the linear viscoelastic range (dynamic modulus test) and the damage domain (interface bonding fracture test). Binder type, degree of aging, and types of aggregates all played an important role in the bonding performance for an asphalt-aggregate system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregate. =650 \0$aThin-film asphalt. =650 \0$aBonding fracture test. =650 \0$aPavements, Asphalt concrete. =650 14$aBonding fracture test. =650 24$aThin-film asphalt. =650 24$aAggregate. =650 24$aCritical state energy density. =700 1\$aShen, Shihui,$eauthor. =700 1\$aWang, Dongsheng,$eauthor. =700 1\$aHuang, Yudong,$eauthor. =700 1\$aFeng, Decheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140409.htm =LDR 03293nab a2200601 i 4500 =001 JTE20140356 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140356$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140356$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aLuo, Zhe,$eauthor. =245 10$aBayesian Updating Approach for Flexible Pavements Considering Fatigue and Rutting Failures /$cZhe Luo, Feipeng Xiao, Shaowei Hu, Radhey Sharma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aIn this paper, an efficient approach for Bayesian updating of design parameters of flexible pavements is developed. Using Bayesian theorem, the updated design parameters are the integration of the prior knowledge and the observed information on the pavement failure. Two primary failure modes of flexible pavements, fatigue and rutting, are simulated using mechanistic-empirical approaches. The mechanistic-empirical models and the Bayesian framework are implemented in spreadsheets for the ease of engineering applications. The developed spreadsheet-based approach is demonstrated to be effective in the probabilistic back-analysis using the observed fatigue and rutting failures. This developed Bayesian updating approach is based on optimization method and, thus, it requires much less sophisticated modeling and much less computational effort. The updated design parameters as well as the associated variability will significantly contribute to the decision-making process of pavement maintenance and rehabilitation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aRutting. =650 \0$aReliability. =650 \0$aVariability. =650 \0$aBayesian updating. =650 \0$aFlexible pavement. =650 \0$aProbability method. =650 \0$aPavements, Asphalt concrete. =650 14$aFlexible pavement. =650 24$aFatigue. =650 24$aRutting. =650 24$aVariability. =650 24$aBayesian updating. =650 24$aReliability. =650 24$aProbability method. =700 1\$aXiao, Feipeng,$eauthor. =700 1\$aHu, Shaowei,$eauthor. =700 1\$aSharma, Radhey,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140356.htm =LDR 03128nab a2200493 i 4500 =001 JTE20140212 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140212$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140212$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aDoyle, Jesse D.,$eauthor. =245 10$aCharacterization of Dense-Graded Asphalt With the Cantabro Test /$cJesse D. Doyle, Isaac L. Howard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aDurability of dense-graded asphalt (DGA) is a key issue with regards to long term pavement performance. There is a need for a practical and implementable test to estimate these parameters. Previous research has suggested that the Cantabro abrasion loss test has potential for this application. Both the development of the Cantabro method and its conventional application to open-graded friction course (OGFC) mixtures are reviewed. A four component research approach was undertaken to evaluate suitability of the Cantabro test for DGA mixtures that included testing of 438 specimens from 69 different mixtures. First, sensitivity of the test was assessed using a large range of typical Mississippi DGA mixtures. Second, variability of the test was measured by evaluating data sets with thirty replicates. Third, the effects of oven conditioning protocols were measured. Fourth, the effects of varying reclaimed asphalt pavement (RAP) contents were measured for warm-mix asphalt (WMA). The overall recommendation from the research was that the Cantabro test be given serious consideration for use as a durability measurement tool for DGA mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aWarm mix asphalt. =650 \0$aFlexible pavements. =650 \0$aPavements, Asphalt concrete. =650 14$aAsphalt mixture. =650 24$aFlexible pavements. =650 24$aReclaimed asphalt pavement. =650 24$aWarm mix asphalt. =700 1\$aHoward, Isaac L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140212.htm =LDR 03148nab a2200493 i 4500 =001 JTE20140274 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140274$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140274$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD62.15 =082 04$a658.5/62$223 =100 1\$aFallah Nezhad, M. S.,$eauthor. =245 10$aEconomic Design of Acceptance Sampling Plans Based on Conforming Run Lengths Using Loss Functions /$cM. S. Fallah Nezhad, A. Ahmadi Yazdi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn this paper, a new sampling plan is introduced based on the run length of conforming items and Taguchi loss function. Run length of conforming items is used for decision making about the quality of a lot. The proposed sampling plan is based on the Markov modeling. A continuous Taguchi loss function is used to obtain loss of deviations between the value of quality characteristics and its target. An optimization model is developed for obtaining the optimal control tolerances and the corresponding critical acceptance and rejection thresholds based on the geometric distribution, which minimizes the loss function for both producers and consumers. For practical purpose, a numerical example is presented to illustrate how the proposed procedure can be applied to design acceptance sampling plans. In addition, the results of a comparison study denoted the merits of proposed model. At the end, a general model regarding the risk of consumer and producer is developed. A sensitivity analysis is carried out on the different values of the required parameters in order to validate the results of optimization model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoss function. =650 \0$aQuality control. =650 \0$aAcceptance sampling plan. =650 \0$aTotal quality management. =650 \0$aService industries$vManagement. =650 14$aLoss function. =650 24$aAcceptance sampling plan. =650 24$aQuality control. =700 1\$aAhmadi Yazdi, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140274.htm =LDR 03400nab a2200601 i 4500 =001 JTE20150104 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150104$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150104$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aB54 =082 04$a101/.13$223 =100 1\$aJiang, Zhaohui,$eauthor. =245 10$aMixing Mechanism and Evaluation of the Dispersion Effect of a 3D Dynamic Mixer /$cZhaohui Jiang, Zengge Guo, Zhao Jia, Jing Wang, Congcong Pu, Changfa Xiao, Jian Jin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aFor homogeneous mixing of a polymer melt and micro/nano-inorganic particles, the researchers in our group developed a three-dimensional dynamic mixer with comprehensive effects of dispersion and distribution. To evaluate the distributive mixing effect, the expressions of diversion number and mixing degree were deduced according to the structure parameters of the mixer. To further investigate the diversion state of the melt and its velocity field in the mixer, this process was simulated with computational fluid dynamics (CFDs) software. In a pilot study, the working curves of the mixer were plotted according to the actual running state. Among other things, the pressure drop before and after mixing is discussed. This is helpful for formulating an extensional flow field and relevant to the dispersive mixing effect. Through laboratory and industrialized scale experiments it was determined with either very high or very low additions of inorganic particles, that the mixer can provide uniform and ultrafine dispersions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic mixer. =650 \0$aMixing mechanism. =650 \0$aDispersion effect. =650 \0$aComputer simulation. =650 \0$aUltrafine dispersion. =650 \0$aPhilosophy$xComputer simulation. =650 \0$aLogic$xComputer simulation. =650 14$aDynamic mixer. =650 24$aMixing mechanism. =650 24$aDispersion effect. =650 24$aComputer simulation. =650 24$aUltrafine dispersion. =700 1\$aGuo, Zengge,$eauthor. =700 1\$aJia, Zhao,$eauthor. =700 1\$aWang, Jing,$eauthor. =700 1\$aPu, Congcong,$eauthor. =700 1\$aXiao, Changfa,$eauthor. =700 1\$aJin, Jian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150104.htm =LDR 03059nab a2200529 i 4500 =001 JTE20140074 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140074$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140074$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7870 =082 04$a621.381$223 =100 1\$aYang, Li-Ren,$eauthor. =245 10$aTesting a Framework for Evaluating Critical Success Factors of Projects /$cLi-Ren Yang, Jieh-Haur Chen, Shu-Ping Chang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b91 =520 3\$aElectronic component sales (ECS) projects are unique in the electronics industry. The key processes and personnel factors in ECS projects are distinct from those in other areas. The primary objective of this study was to develop a comprehensive framework for evaluating the critical success factors (CSFs) of ECS projects. The second objective was to identify and prioritize project CSFs using the analytical network process (ANP). The results suggest that the two most influential CSF categories in the electronic component distribution sector are factors related to the project manager and the external environment. The results also indicate that the job satisfaction of team members is perceived as the most critical success factor. Project managers can use the results of this study to understand the associations between adoption of CSFs and ECS project success, and to modify their current project planning and control process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProject success. =650 \0$aProject. =650 \0$aElectronic systems$vTesting. =650 \0$aReliability (Engineering) =650 14$aAnalytical network process. =650 24$aCritical success factor. =650 24$aElectronic component distribution. =650 24$aElectronic component sales. =650 24$aProject. =650 24$aProject success. =700 1\$aChen, Jieh-Haur,$eauthor. =700 1\$aChang, Shu-Ping,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140074.htm =LDR 03736nab a2200493 i 4500 =001 JTE20140246 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140246$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140246$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aHan, Daeseok,$eauthor. =245 10$aStochastic Forecasting of Life Expectancies Considering Multi-Maintenance Criteria and Localized Uncertainties in the Pavement-Deterioration Process /$cDaeseok Han, Sang Hyuk Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aUnderstanding the deterioration characteristics of highway pavements is an essential factor for developing better maintenance strategies, as well as estimating mid- to long-term budget demands. In general, estimation results regarding life expectancy have often been represented with a constant in deterministic manners. However, in reality, these results do not correspond with real life spans because of the severe uncertainties in the pavement-deterioration process and various maintenance criteria. For these reasons, in this paper, the real life expectancy was assessed in a stochastic manner with the Bayesian Markov hazard model, which is suitable for estimating localized uncertainties in the progress of deterioration based on various deterioration indices. On the basis of this model, we have developed a new methodology that can determine the joint distribution of total maintenance demands by aggregating multiple deterioration processes using the concept of "safety-hazard zones." In addition, we developed a method for disaggregating the joint distribution by maintenance types to mitigate the conventional problems associated with the probabilistic budget estimation approach. For our empirical study, we used data from the Korean national highways from 2007 to 2011 concerning pavement conditions, including crack, rut depth, and international roughness index (IRI). The results of this study are meaningful in that they establish the ideal conditions required for the Bayesian Markov hazard model to forecast the deterioration of pavement, allowing the incorporation of a practical viewpoint into an academic approach under the concept of asset management. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLife expectancy. =650 \0$aHighway pavement. =650 \0$aMaintenance criteria. =650 \0$aPavements, Asphalt concrete. =650 14$aHighway pavement. =650 24$aLife expectancy. =650 24$aMaintenance criteria. =650 24$aBayesian Markov hazard model. =700 1\$aLee, Sang Hyuk,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140246.htm =LDR 02980nab a2200529 i 4500 =001 JTE20140537 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140537$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140537$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD257.7 =082 04$a661.8$223 =100 1\$aSrinivas, T.,$eauthor. =245 14$aThe Effective Thermal Conductivity of Water Based Nanofluids at Different Temperatures /$cT. Srinivas, A. Venu Vinod. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThree types of Al2O3/water, CuO/water, and TiO2/water nanofluids were prepared by dispersing nanoparticles in water. A surfactant (cetyltrimethylammonium bromide (CTAB)) was used to improve the dispersion of nanoparticles and suppress the formation of particle clusters to obtain stable suspensions. The effective thermal conductivity was measured using a thermal property analyzer. The addition of a surfactant did not have any effect on the thermal conductivity. The effect of nanoparticle particle concentration (0.3, 0.6, 1, 1.5, and 2 wt. %) at four nanofluid temperatures (40, 45, 50, and 60°C) was investigated. Results indicated that the thermal conductivity increased with increases in particle concentration and temperature. Two models (linear and nonlinear) were developed to predict the thermal conductivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNanoparticles. =650 \0$aAlumina nanofluid. =650 \0$aCopper oxide nanofluid. =650 \0$aOrganic compounds$xHandbooks, manuals, etc. =650 \0$aThermal conductivity$xHandbooks, manuals, etc. =650 \0$aOrganic compounds. =650 14$aNanoparticles. =650 24$aAlumina nanofluid. =650 24$aCopper oxide nanofluid. =650 24$aTitanium dioxide nanofluid. =650 24$aEffective thermal conductivity. =700 1\$aVenu Vinod, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140537.htm =LDR 03346nab a2200577 i 4500 =001 JTE20140153 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140153$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140153$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNB249.B42 =082 04$a709.2$223 =100 1\$aToufigh, Vahab,$eauthor. =245 10$aInterface Behavior Between Carbon-Fiber Polymer and Sand /$cVahab Toufigh, Ahad Ouria, Chandrakant S. Desai, Navid Javid, Vahid Toufigh, Hamid Saadatmanesh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aInterface shear strength between soil and structural materials is dependent on the confining pressure. To increase the confining pressure, different methods of reinforcement and materials, such as carbon-fiber-reinforced polymer (CFRP) can be used. The shear strength of CFRP-improved soil is dependent on the interface properties of the soil and CFRP. The objective of this study is to investigate the interface properties (friction angle and adhesion) of sand and FRP experimentally using the direct shear test apparatus. To increase the surface roughness to improve the interface properties, a layer of sand was placed on saturated carbon fiber during the curing period [spark plasma sintering CFRP (SPSCFRP)] and normal stress was applied on the sand. More than 60 interface shear tests were conducted with different curing times, shear rates, and normal stresses on SPSCFRP during curing time. Tests showed that as normal stress on SPSCFRP during curing time increased, the friction angle increased; however, increasing the curing times and the rate of shearing had a small influence on interface properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCuring. =650 \0$aGeotextile. =650 \0$aCarbon fiber. =650 \0$aGeosynthetics. =650 \0$aSoil reinforcement. =650 \0$aTextile. =650 14$aGeosynthetics. =650 24$aCarbon fiber. =650 24$aGeotextile. =650 24$aSoil reinforcement. =650 24$aCuring. =700 1\$aOuria, Ahad,$eauthor. =700 1\$aDesai, Chandrakant S.,$eauthor. =700 1\$aJavid, Navid,$eauthor. =700 1\$aToufigh, Vahid,$eauthor. =700 1\$aSaadatmanesh, Hamid,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140153.htm =LDR 03486nab a2200553 i 4500 =001 JTE20130252 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130252$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130252$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1892 =082 04$a678/.23$223 =100 1\$aTang, Qingyun,$eauthor. =245 10$aIdentification of Failure Mechanism Consistency for NBR Accelerated Test /$cQingyun Tang, Jingjing He, Xiaotong Fang, Weifang Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aA consistent failure mechanism is a precondition for accelerated tests, and the accurate identification of the catastrophe point at which the failure mechanism transforms remains a longstanding challenge in accelerated tests. In this study, an independently designed test apparatus was adopted to monitor the variation in the compressive stress of nitrile butadiene rubber (NBR) samples at different temperatures. The deformation of the samples was controlled as a constant so the variation of the stress could be correlated with the mechanical properties of the NBR. In addition, thermal analysis and infrared spectroscopic analysis were conducted for NBR samples without applying external stresses (e.g., free state) at various elevated temperatures. Samples stored at room temperature for two years were also tested and analyzed to provide a baseline. The results indicate that the stress relaxation mechanism for NBR aged at 80°C differs from that for samples aged at 90°C. The dominating aging mechanism for NBR samples stored at room temperature and accelerated at 80°C is free radical oxidation. The main mechanism under 90°C was found to be chain scission. After combining the changes in macroperformance and microstructure, we concluded that the change in aging mechanism occurred between 80°C and 90°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aCatastrophe point. =650 \0$aStress relaxation. =650 \0$aMechanism consistency. =650 \0$aNitrile rubber. =650 \0$aRubber$vMixing. =650 14$aNitrile butadiene rubber (NBR) =650 24$aMechanism consistency. =650 24$aStress relaxation. =650 24$aAging. =650 24$aCatastrophe point. =700 1\$aHe, Jingjing,$eauthor. =700 1\$aFang, Xiaotong,$eauthor. =700 1\$aZhang, Weifang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130252.htm =LDR 02742nab a2200529 i 4500 =001 JTE20150001 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150001$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150001$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aSavkin, A. N.,$eauthor. =245 10$aApproximation Algorithms of Crack Growth Rate Curve Based on Crack Size Variations /$cA. N. Savkin, A. V. Andronik, R. Koraddi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aProcedures for obtaining da/dN-?K curve on the basis of empirical a-N data were shown. Estimating approaches of crack growth rates for constant, block, variable amplitude, and similar loading were given. Computational methods of equivalent load range ?Peqv, required for ?K approximation in case of variable amplitude loading and plotting of a da/dN-?K chart, were presented. Advantages and disadvantages of suggested methods were also described. The application of approximation methods for da/dN-?K curve determination was imposed in case of constant amplitude loading and for modified SAESUS loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aApproximation method. =650 \0$aCrack size estimation. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aApproximation method. =650 24$aFatigue crack growth curve. =650 24$aVariable amplitude loading. =650 24$aCrack size estimation. =650 24$aStress intensity factor calculation. =700 1\$aAndronik, A. V.,$eauthor. =700 1\$aKoraddi, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150001.htm =LDR 03500nab a2200589 i 4500 =001 JTE20140490 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140490$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140490$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aKumbargeri, Yogesh Shamsunder,$eauthor. =245 12$aA Novel Approach to Understanding Asphalt Binder Aging Behavior Using Asphaltene Proportion as a Performance Indicator /$cYogesh Shamsunder Kumbargeri, Krishna Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThe main objective of this research study was to formulate and deduce aging indices and parametric models with asphaltene as a performance indicator using virgin and modified asphalt binders. The estimated asphaltene content of binders increased from unaged to short-term and subsequently to long-term aged condition. Also, modified binders had higher asphaltene contents than virgin binders. Asphaltene content was found to be a truly valuable aging performance assessor to investigate asphalt binder aging characteristics in a rational manner. Asphalt aging parametric models were developed using asphaltene content and fundamental binder properties, which were mathematically robust. The parametric models precisely predicted rational aging performance of asphalt binders at different aging combinations. A final binder aging predictive model was recommended that relates short- and long-term aging conditions, which had excellent rational correlations. A novel approach was taken in this study that synergized asphalt binder rheological properties and aging performance criteria specifically incorporating asphaltene, which is a chemical parametric indicator pertinent to asphalt aging characterization and evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aRheology. =650 \0$aAging models. =650 \0$aLong-term aging. =650 \0$aShort-term aging. =650 \0$aAsphaltene content. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt. =650 24$aAging models. =650 24$aAsphaltene content. =650 24$aShort-term aging. =650 24$aLong-term aging. =650 24$aRheology. =650 24$aASTM A-VTS. =650 24$aASTM D6560-12. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140490.htm =LDR 03825nab a2200529 i 4500 =001 JTE20140015 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140015$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140015$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD549 =082 04$a617.5/810592$223 =100 1\$aVan Valkenburg, Scott M.,$eauthor. =245 10$aAssessment of Physiological Load Testing of Total Knee Implants /$cScott M. Van Valkenburg, Frederick W. Werner, Safia Bhimji, Bruce F. White, Francois B. Asseman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aAs the demands for total knee arthroplasty continue to rise, the methodologies for testing current and future devices may require refinement. Current standards have not been shown to simulate wear rates and patterns seen in explanation studies. The purpose of this study was to assess a combination of potentially more physiological testing protocols. Four identical TKAs were implanted into four fresh cadaver knees and tested in a knee simulator. Each knee was tested using the ISO load control testing standard (ISO 14243-1) and five novel testing protocols representing different activities of daily living. Motions were recorded between the tibia and femur (tibial rotation, anterior-posterior (AP) motion) and between the implant and bone (superior-inferior femoral condylar motion, tibial tray vertical motion). The total tibial AP cadaver motion varied from a total of 6.2 to 7.6 mm for the six loading protocols during a cycle of motion. For the ISO gait profile and the new gait, stair ascent and stair descent profiles, the range of tibial cadaver rotation varied from 9.2° with the ISO gait to 10.2° with the stair ascent. The crossover turn had a range of 16.3° and the pivot turn a range of 18.7°. Larger tibial tray AP motion, relative to the tibia, occurred with the pivot turn and crossover turn motions, compared to the gait motions or stair activities. This study supports the viability of new and alternative loading profiles. We suggest that these novel profiles should be considered by the ASTM or ISO as they seek to supplement or replace the profiles currently in use. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear testing. =650 \0$aTotal knee implants. =650 \0$aTotal hip replacement$xReoperation. =650 \0$aTotal knee replacement$xReoperation. =650 \0$aOrthopedic implants$xComplications. =650 14$aPhysiologic load profiles. =650 24$aTotal knee implants. =650 24$aWear testing. =700 1\$aWerner, Frederick W.,$eauthor. =700 1\$aBhimji, Safia,$eauthor. =700 1\$aWhite, Bruce F.,$eauthor. =700 1\$aAsseman, Francois B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140015.htm =LDR 02562nab a2200481 i 4500 =001 JTE20140095 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140095$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140095$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aUzun, Mahir,$eauthor. =245 10$aComparative Analysis of Curvilinear Gears With Produced by the New Production Method /$cMahir Uzun, Ali Inan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aIn this study, we describe the finite element model analysis of novel pinion gears having a curvilinear teeth profile which were previously manufactured by us for the first time with the highest accuracy. Herringbone and spur gears were also modeled by using the same approach in order to compare the advantages of each, both under actual-working- and stress-conditions. Additionally, these three gear types were compared through noise analysis for the first time as well. All these analyses suggest that the concave-convex type gears display superiority in load resistance and show reasonably low levels of noise. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnalysis methods. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 14$aArch teeth of cylindrical gear. =650 24$aCurvilinear involute profile gears. =650 24$aANSYS. =650 24$aAnalysis methods. =700 1\$aInan, Ali,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140095.htm =LDR 03809nab a2200565 i 4500 =001 JTE20140512 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140512$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140512$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2851 =082 04$a621.31$223 =100 1\$aAhmad, Shameem,$eauthor. =245 10$aOptimal Placement of Unified Power Flow Controller by Dynamic Implementation of System-Variable-Based Voltage-Stability Indices to Enhance Voltage Stability /$cShameem Ahmad, Fadi M. Albatsh, Saad Mekhilef, Hazlie Mokhlis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aA new approach of unified power flow controller (UPFC) optimal placement in the power system network based on dynamic analysis of voltage stability is presented in this paper. Voltage stability indices (VSIs), called line stability index LQP, voltage collapse point indicators (VCPIs), and line stability factor Lmn have been employed to explore the most suitable location for UPFC. The locations of UPFC are identified by dynamically varying loads across all the PQ buses by different percentages to satisfy the real power system conditions. The simulations are conducted in a power system computer-aided design (PSCAD) environment where IEEE-39 bus system has been chosen as case study. The effectiveness of the proposed method has been ensured from the simulation results because UPFC's placement in the obtained locations resulted in an improved voltage stability condition. Furthermore, to verify the suitability of the explored locations, a comparative study has been conducted after placing UPFC in the present locations and other locations obtained using optimization techniques like particle swarm optimization (PSO), differential evolution (DE), genetic algorithm (GA), and bacteria foraging algorithm (BFA). In all the cases, UPFC's placement in the identified locations using the proposed approach has resulted in better voltage stability condition improvement compared to heuristics approaches. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOptimal placement. =650 \0$aArtificial intelligence. =650 \0$aVoltage stability index. =650 \0$aDynamic voltage stability. =650 \0$aElectric power system stability. =650 \0$aElectric power systems$xMathematical models. =650 \0$aVoltage regulators. =650 14$aOptimal placement. =650 24$aUnified power flow controller. =650 24$aDynamic voltage stability. =650 24$aVoltage stability index. =650 24$aArtificial intelligence. =700 1\$aAlbatsh, Fadi M.,$eauthor. =700 1\$aMekhilef, Saad,$eauthor. =700 1\$aMokhlis, Hazlie,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140512.htm =LDR 03289nab a2200553 i 4500 =001 JTE20150034 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150034$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150034$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA446 =082 04$a620.136$223 =100 1\$aChen, Shihai,$eauthor. =245 10$aBlasting Vibration Safety Criteria for Shotcrete in Underground Engineering /$cShihai Chen, Jian Wu, Zihua Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe effect of seismic waves from tunnel blasts on the surrounding rock and supporting structures is an important field in underground engineering and earthquake-resistant-structure research. Damage to the rock and shotcrete surrounding a tunnel caused by blast-vibration stress waves was investigated, based on the reflection and transmission. To accomplish this, one-dimensional wave theory at different media interfaces was used. Furthermore, the allowed critical blast-vibration velocity values for different surrounding rocks and shotcrete ages were obtained. The results indicate that the damage to the supporting structure was determined by the bond strength between the shotcrete and surrounding rock, or the tensile strength of the concrete, under a blast-vibration stress wave. The resulting damage depended on the condition of the surrounding rock. At the same time, a safe distance for shotcrete supports during tunnel blasting was determined by studying the propagation of the blasting vibration through the rock. These achievements can guide the construction of underground excavations and the design of shotcrete primary supports. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShotcrete. =650 \0$aSafety criterion. =650 \0$aSurrounding rock. =650 \0$aVibration velocity. =650 \0$aBlasting engineering. =650 \0$aPneumatically-applied concrete. =650 \0$aSprayed concrete. =650 14$aBlasting engineering. =650 24$aSurrounding rock. =650 24$aShotcrete. =650 24$aSafety criterion. =650 24$aVibration velocity. =700 1\$aWu, Jian,$eauthor. =700 1\$aZhang, Zihua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150034.htm =LDR 03506nab a2200529 i 4500 =001 JTE20140484 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140484$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140484$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD30.37 =082 04$a658/.0546$223 =100 1\$aHan, Daeseok,$eauthor. =245 10$aEvaluation of Socio-Environmental Effects considering Road Service Levels for Transportation Asset Management /$cDaeseok Han, Myungsik Do. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b47 =520 3\$aInternationally, aging infrastructures, tighter budget, and public demands for more accountability have stimulated interests in asset management. Since the old management concept "Worst-First approach" cannot counteract those issues any more, many countries or organizations have developed and operating decision-making support tools, such as Highway Development and Management-4 (HDM-4), RealCOST, HERS, and so on. Nevertheless, the programs missed an important concept of the asset management-the business-which treats the balance among the asset condition, user's satisfaction, and budget demand. The powerful weapon of the business is the level of service (LOS), which is an essential tool for quantification, evaluation, and negotiation. For those reasons, this study tried to suggest a general framework of the LOS-based life cycle cost analysis (LCCA) considering road users and social benefits, and to show its adaptability with empirical application to a Korean case. The case study aimed at the Korean national highway network, and details of sub-models and analysis options followed by the legal investment guideline in Korea. This would be a significant trial, combining engineering, management, economics, accounting, and environmental issues under the single concept of asset management. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLevel of service. =650 \0$aKorean national highway. =650 \0$aLife cycle cost analysis. =650 \0$aInformation technology$xManagement. =650 \0$aService-level agreements. =650 \0$aService-level agreements$xData processing. =650 14$aTransportation asset management. =650 24$aLevel of service. =650 24$aLife cycle cost analysis. =650 24$aSocio-environmental effects. =650 24$aKorean national highway. =700 1\$aDo, Myungsik,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140484.htm =LDR 02931nab a2200589 i 4500 =001 JTE10223J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10223J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10223J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.6 =082 04$a620.1/126$223 =100 1\$aKaisand, LR.,$eauthor. =245 10$aRelationships Between Low-Cycle Fatigue and Fatigue Crack Growth Rate Properties /$cLR. Kaisand, DF. Mowbray. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA fracture mechanics model is developed to describe crack growth in a low cycle fatigue test specimen. The model involves a J integral analysis and a growth rate hypothesis in terms of ?J. A relationship for low cycle fatigue is derived that has strain energy density as the controlling variable. This relationship reduces to well-known low cycle fatigue equations in terms of elastic and plastic strains for the limiting conditions of fully elastic and fully plastic strain fields. These equations in turn define relationships between the material properties commonly employed to describe low cycle fatigue and fatigue crack growth rate data. The latter are used to demonstrate the facility of predicting fatigue crack growth rate curves from standard low cycle fatigue properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aJ integral. =650 \0$aStrain energy. =650 \0$aCrack propagation. =650 \0$aLow-cycle fatigue. =650 \0$aFatigue (materials) =650 \0$aStress intensity factor. =650 \0$aStress concentration. =650 \0$aStress. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aStresses. =650 24$aLow-cycle fatigue. =650 24$aStress intensity factor. =650 24$aJ integral. =650 24$aStrain energy. =700 1\$aMowbray, DF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10223J.htm =LDR 03368nab a2200709 i 4500 =001 JTE10226J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10226J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10226J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1177 =082 04$a668.4/94$223 =100 1\$aBar Cohen, Y.,$eauthor. =245 10$aNondestructive Evaluation of Hygrothermal Effects on Fiber-Reinforced Plastic Laminates /$cY. Bar Cohen, M. Meron, O. Ishai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aUltrasonic tests were performed on glass-, carbon-, and Kevlar®-fiber-reinforced plastic laminates that had been exposed to varying hygrothermal ambient conditions. Results reveal similar trends between ultrasonic attenuation measurements and the degree of material degradation as reflected by laminate strength characteristics. A slow decrease in attenuation with almost no degradation was found to be common in all laminates exposed to cold water immersion. Hot water immersion seems to affect significantly glass-fiber-reinforced and Kevlar-fiber-reinforced plastic laminates, which exhibited an increase in attenuation with exposure time. Such a trend is attributable to the degradation process found to be significant in glass-fiber-reinforced plastics and almost nonexistent in the carbon-fiber-reinforced plastic systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aDegradation. =650 \0$aEnvironment. =650 \0$aUltrasonic tests. =650 \0$aResidual strength. =650 \0$aComposite materials. =650 \0$aHygrothermal effects. =650 \0$aNondestructive tests. =650 \0$aUltrasonic attenuation. =650 \0$aGlass reinforced plastics. =650 \0$aReinforced plastics. =650 \0$aPlastics$xTesting. =650 14$aReinforced plastics. =650 24$aNondestructive tests. =650 24$aComposite materials. =650 24$aUltrasonic tests. =650 24$aNDE. =650 24$aHygrothermal effects. =650 24$aEnvironment. =650 24$aUltrasonic attenuation. =650 24$aTesting. =650 24$aResidual strength. =650 24$aDegradation. =650 24$aGlass reinforced plastics. =650 24$aCarbon reinforced plastics. =700 1\$aMeron, M.,$eauthor. =700 1\$aIshai, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10226J.htm =LDR 02521nab a2200541 i 4500 =001 JTE10222J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10222J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10222J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8028$223 =100 1\$aClarke, GA.,$eauthor. =245 10$aEvaluation of the J Integral for the Compact Specimen /$cGA. Clarke, JD. Landes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aMethods for determining the J integral from an experimental load versus load point displacement curve for the compact specimen are discussed. The original analysis by Merkle and Corten, which accounted for the tension component in the compact specimen, is presented along with a simplified version (of the analysis) that is shown to be essentially equivalent to the original formulation. Based on experimental results from Landes, Walker, and Clarke, a further simplified expression is recommended as the best expression to use for determining J for the compact specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aCracking (fracturing) =650 \0$aFractures (materials) =650 \0$aCracking. =650 \0$aFracture tests. =650 14$aFractures (materials) =650 24$aFailure. =650 24$aCracking (fracturing) =650 24$aStresses. =650 24$aStrains. =700 1\$aLandes, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10222J.htm =LDR 02882nab a2200601 i 4500 =001 JTE10225J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10225J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10225J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.C9 =082 04$a669/.3$223 =100 1\$aFox, A.,$eauthor. =245 10$aStress Relaxation in Bending of Copper-Nickel-Tin Alloy Strip Strengthened by Spinodal Decomposition /$cA. Fox. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe stress-relaxation behavior of three copper-nickel-tin alloys strengthened by spinodal decomposition was studied in the temperature range 23 to 204°C (73 to 400°F). The alloys studied were Cu-4%Ni-4%Sn, Cu-9%Ni-6%Sn, and Cu-15%Ni-8%Sn. The resistance to stress relaxation of these alloys at temperatures of 121°C (250°F) and higher is shown to be significantly improved over that of fully precipitation-hardened CA172 (Cu-1.9%Be alloy, condition TH04), a material widely used for connectors and electrical springs requiring high strength at moderately elevated temperatures. Design data that permit an evaluation of spring performance for extended service life applications are presented for these alloys. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYielding. =650 \0$aBend tests. =650 \0$aDeformation. =650 \0$aFlat springs. =650 \0$aStress relaxation. =650 \0$aElastic properties. =650 \0$aMechanical properties. =650 \0$aCopper alloys$xMetallurgy. =650 \0$aCopper alloys. =650 14$aCopper alloys. =650 24$aBend tests. =650 24$aCopper-nickel-tin alloys. =650 24$aDeformation. =650 24$aElastic properties. =650 24$aFlat springs. =650 24$aMechanical properties. =650 24$aStress relaxation. =650 24$aYielding. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10225J.htm =LDR 03410nab a2200553 i 4500 =001 JTE10220J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10220J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10220J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHB71M23A =082 04$a339$223 =100 1\$aDahir, SH.,$eauthor. =245 12$aA Review of Aggregate Selection Criteria for Improved Wear Resistance and Skid Resistance of Bituminous Surfaces /$cSH. Dahir. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aThis paper includes a summary of an extensive literature review and the experience of the author in researching the properties of surface aggregates. It confirms that to resist wear, the aggregate must be hard and tough, and to resist polishing and surface slipperiness, the aggregate must wear slowly and irregularly. Particle shape, size, and gradation are important characteristics in providing optimum pavement surfaces, but ultimate aggregate performance depends largely on the aggregate mineralogy. A high proportion of hard minerals well cemented in a softer or a porous matrix will provide both high skid resistance and acceptable wear resistance. Within an aggregate particle, grain shape and size contribute to improved performance-medium to large and angular to subangular crystalline grains outperform minute and rounded non-crystalline grains. The performance history of an aggregate provides the best key to its expected future performance. In the absence of experience with an aggregate or when it is to meet new requirements, commonly used tests combined with petrographic analysis should provide sufficiently dependable initial information on the expected aggregate performance. A table that includes suggested target values for properties that enhance aggregate skid resistance and wear resistance is included in the paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregates. =650 \0$aPetrography. =650 \0$aSkid resistance. =650 \0$aWear resistance. =650 \0$aParticle characteristics. =650 \0$aPerformance requirements. =650 \0$aAggregate. =650 \0$aMoisture damage. =650 14$aAggregates. =650 24$aPetrography. =650 24$aWear resistance. =650 24$aSkid resistance. =650 24$aParticle characteristics. =650 24$aPerformance requirements. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10220J.htm =LDR 02308nab a2200577 i 4500 =001 JTE10227J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10227J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10227J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1001 =082 04$a620.1/1896$223 =100 1\$aSpillers, WR.,$eauthor. =245 12$aA Low-Cycle Fatigue Test for Pipe-Type Power Transmission Cables /$cWR. Spillers, AN. Greenwood, G. Spiliotis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aAn apparatus for performing low-cycle flexural fatigue tests on pipe-type power transmission cables with wrapped-tape dielectric is described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoft spot. =650 \0$aPower lines. =650 \0$aFatigue tests. =650 \0$aFlexural strength. =650 \0$aData acquisition system. =650 \0$aThermomechanical bending. =650 \0$aMetallic composites$xThermal properties. =650 \0$aThermomechanical. =650 14$aFatigue tests. =650 24$aPower lines. =650 24$aFlexural strength. =650 24$aThermomechanical bending. =650 24$aSoft spot. =650 24$aData acquisition system. =700 1\$aGreenwood, AN.,$eauthor. =700 1\$aSpiliotis, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10227J.htm =LDR 02927nab a2200565 i 4500 =001 JTE10221J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10221J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10221J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPN511; =082 04$a809$223 =100 1\$aBaptista, AA.,$eauthor. =245 10$aComputer Simulation of the Tension Test :$bEffect of Testing Conditions /$cAA. Baptista, MA. Fortes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aTension tests performed at constant crosshead speed have been simulated in a computer, and stress-strain, load-displacement, and strain rate-strain curves in uniform deformation under various testing conditions were obtained. Hart's phenomenological description of the plastic deformation was used together with a simple form for the stress and strain rate dependence of the material parameters that appear in this description. Various materials were simulated and the effects of crosshead speed, initial "hardness" state, specimen dimensions, and machine stiffness were studied in each case. The implications of these results in the specification and interpretation of tension tests are discussed. Particular attention is given to the relation between the onset of plastic instability and the point of maximum load in the tension test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aCrosshead speed. =650 \0$aComputerized simulation. =650 \0$aStrain rate sensitivity. =650 \0$aStrains. =650 \0$aTension tests. =650 14$aComputerized simulation. =650 24$aTension tests. =650 24$aStrains. =650 24$aStresses. =650 24$aCrosshead speed. =650 24$aTensile machine stiffness. =650 24$aTensile specimen dimensioning. =650 24$aStrain rate sensitivity. =700 1\$aFortes, MA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10221J.htm =LDR 02984nab a2200613 i 4500 =001 JTE10224J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10224J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10224J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC189 =082 04$a541.341$223 =100 1\$aWinslow, DN.,$eauthor. =245 12$aA Rolling Bottle Device for Measuring the Flow of Liquids and Powders /$cDN. Winslow. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe apparatus described in this paper is a simple and inexpensive device that allows the rapid measurement of a wide range of properties of both liquids and powders by measuring their flow. The flow is measured by observing the horizontal distance that a bottle, partially filled with a liquid or powder, requires to come to a stop on a runway after it has been allowed to roll down a shallow ramp. When liquids are tested, the apparatus has been found useful for measuring viscosity, temperature effects upon viscosity, and concentrations of dissolved or suspended additives. With powders it is sensitive to factors such as particle size and size distribution, surface area, particle roughness and shape, and surface moisture. It appears to have a wide-ranging applicability as both a research tool and as a test method in many disparate fields. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLiquids. =650 \0$aSolutions. =650 \0$aSuspensions. =650 \0$aSurface area. =650 \0$aParticle size. =650 \0$aSurface moisture. =650 \0$aParticle roughness. =650 \0$aParticulate materials. =650 \0$aViscosimeter. =650 \0$aViscosity. =650 14$aViscosity. =650 24$aSolutions. =650 24$aLiquids. =650 24$aSuspensions. =650 24$aParticulate materials. =650 24$aParticle size. =650 24$aSurface area. =650 24$aParticle roughness. =650 24$aSurface moisture. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10224J.htm =LDR 02833nab a2200481 i 4500 =001 JTE11442J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11442J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11442J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE5903.F435 =082 04$a388/.044/06573$223 =100 1\$aSingh, PS.,$eauthor. =245 10$aMeasurement and Analysis of the Overnight Small Package Shipping Environment for Federal Express and United Parcel Service /$cPS. Singh, A. Cheema. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe purpose of this study was to measure and characterize the various impacts (free fall drops, lateral kicks, and tosses) received by packages in the overnight small parcel environments found at Federal Express and United Parcel Service.Packages instrumented with tri-axial shock data recorders were repeatedly sent through UPS "Next Day Air" and Federal Express "Priority Overnight" services and shipped from East Lansing, MI to five destinations: Monterey, CA; Atlanta, GA; Rochester, NY; Portland, OR; and Memphis, TN.A total of 100 trips were monitored and 2394 impact events recorded that measured over the trigger threshold level of 10 G.The data show that a package encounters an average of 24 shock events throughout a one-way trip consisting of 31% drops, 43.6% kicks, and 25.4% tosses.The highest free-fall drop height measured was 1.97 m (77.8 in.) The maximum kick level was 5.91 m/s (233 in./s), and the highest equivalent drop height in a toss was 0.79 m (31.4 in.) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShock. =650 \0$aPackage. =650 \0$aDrop height. =650 \0$aFederal Express. =650 14$aPackage. =650 24$aDrop height. =650 24$aShock. =700 1\$aCheema, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11442J.htm =LDR 03081nab a2200565 i 4500 =001 JTE11449J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11449J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11449J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA372 =082 04$a515.35$223 =100 1\$aCheon, JS.,$eauthor. =245 10$aInitial Deformation During Small Punch Testing /$cJS. Cheon, IS. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aInitial deformation behavior during small punch (SP) testing was investigated in order to estimate yield stress using two sizes of SP specimens, 10 by 10 by 0.5 mm3 and 10 by 10 by 0.25 mm3 by finite element (FE) analysis and by experiments with heattreated SA508 and 12Cr steels. The increase of thickness resulted in a deviation from the initial linearity of the load-displacement curve at higher loads. The deviation was attributed to different causes, namely loss of the constraint by the surrounding material and radial propagation of plastic bending deformation for 0.5 and 0.25-mm specimens, respectively. The causes for the transition of deformation mode were identical irrespective of material strength and work-hardening rate in the range of yield stress about 400 to 900 MPa. Based on the invariance of the deformation mode, a distinct linear relationship between the load at the breakaway from initial linearity and the yield stress was predicted by the FE analysis and compared with the experimental results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield stress. =650 \0$aContact stress. =650 \0$aBall indentation. =650 \0$aSpecimen thickness. =650 \0$aInitial deformation. =650 \0$aSmall punch (SP) test. =650 \0$aDeformation. =650 14$aSmall punch (SP) test. =650 24$aInitial deformation. =650 24$aBall indentation. =650 24$aContact stress. =650 24$aSpecimen thickness. =650 24$aStress and strain contour. =650 24$aYield stress. =700 1\$aKim, IS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11449J.htm =LDR 03076nab a2200553 i 4500 =001 JTE11450J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11450J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11450J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aGong, Y.,$eauthor. =245 10$aFatigue Under Stress Cycling With Nonzero Means /$cY. Gong, MP. Norton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aSeveral models are available for mean stress correction on fatigue life when nonzero means are applied. Mean value adjustment may be necessary in some cases when maximum/minimum stress causes plastic deformation. Strain-cycled fatigue tests conducted for a mild steel suggest that there may be some strain ranges where the effect of mean strain/stress is contrary to the prediction of existing models. In this study, mild steel specimens have been stress-cycled under various combinations of stress amplitudes and nonzero mean stresses. The stress amplitudes are chosen to be equivalent to the ones applied in the strain-cycled tests in a sense that the strain response is in the elastic range during the first portion of life and subsequently develops into the plastic range. Experimental results confirm observations in the study where strain cycles were applied. The cyclic softening and cycle-dependent creep process have also been studied. Possible modifications to the existing models have been suggested for the stress ranges investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMean stresses. =650 \0$aCyclic loadings. =650 \0$aFatigue (materials) =650 \0$aCycle-dependent creep. =650 \0$aFatigue life prediction. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue (materials) =650 24$aFatigue life prediction. =650 24$aCyclic loadings. =650 24$aMean stresses. =650 24$aCycle-dependent creep. =700 1\$aNorton, MP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11450J.htm =LDR 03089nab a2200517 i 4500 =001 JTE11447J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11447J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11447J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD798 =082 04$a668.4/192$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aLeakers as a Function of Closure Type in Gallon-Size Plastic Bottles in Simulated Small Parcel Test Environment /$cSP. Singh, VP. Syal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis study investigated the effects of vertical vibration and drops on gallon-size plastic bottles in simulated small parcel shipping tests. Three types of round and F-style bottles were tested with different finish sizes. Three different types of closures were used on each type of bottle. Six bottles of each type were filled with water and capped with each closure type and packaged in single-wall RSC corrugated boxes with partitions. The packages were subjected to drop and vibration tests after being conditioned for 72 h at normal conditions of 23°C (73.4°F) and 50% relative humidity (RH), and accelerated conditions of 40°C (104°F) and 90% RH. The bottles were checked for application torques before testing and removal torques after testing. The results show the performance of the different types of closures and finish sizes. The larger size finish (63-400) F-style bottle showed the most leaks whereas the smaller finish (33-400) round-style bottles showed the fewest leaks. The bottles that were subjected to higher temperature conditioning showed more leaks and a greater reduction in removal torques. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLeaks. =650 \0$aClosures. =650 \0$aPlastic bottles. =650 \0$aSmall parcel shipping. =650 \0$aPlastic bottles$xRecycling. =650 \0$aPlastic scrap$xRecycling. =650 14$aPlastic bottles. =650 24$aClosures. =650 24$aLeaks. =650 24$aSmall parcel shipping. =700 1\$aSyal, VP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11447J.htm =LDR 03212nab a2200637 i 4500 =001 JTE11444J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11444J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11444J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNK8843 =082 04$a746.0941$223 =100 1\$aKim, JO.,$eauthor. =245 10$aObjective Assessment of Fabric Handle in Fabrics Treated with Flame Retardants /$cJO. Kim, BL. Slaten. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aFlame retardant finishes generally affect fabric handle, the tactile sensations resulting from fabric-skin contact. The subjectivity involved in the measurement of fabric handle has posed a major problem in the objective evaluation of the fabric's surface characteristics and comfort. This study investigated the effects of various flame-resistant (FR) finishes on changes in fabric handle utilizing a simple measurement technique. The nozzle extraction handle measurement method can be used as an effective objective measurement tool for textile and apparel industries to detect changes in the overall handle resulting from the processing of fibers, fabrics, or finishes. Peak handle force and slope near the peak force serve as variables to reflect overall handle. The relationships of fabric handle values to selective properties (weight, thickness, flexural rigidity, and drape coefficient) indicate that the fabric handle measured by the extraction method correlates most closely with the drape coefficient. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeight. =650 \0$aStiffness. =650 \0$aThickness. =650 \0$aDrapeability. =650 \0$aFabric handle. =650 \0$aFlame retardant. =650 \0$aFlexural rigidity. =650 \0$aTextile fabrics. =650 \0$aTextile design. =650 14$aFabric handle. =650 24$aHand. =650 24$aFlame-resistant (FR) finishes. =650 24$aStiffness. =650 24$aWeight. =650 24$aThickness. =650 24$aDrapeability. =650 24$aFlexural rigidity. =650 24$aFlame retardant. =650 24$aKES. =650 24$aFAST. =700 1\$aSlaten, BL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11444J.htm =LDR 03276nab a2200541 i 4500 =001 JTE11445J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11445J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11445J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.P6 =082 04$a668.9/2$223 =100 1\$aChen, ET.,$eauthor. =245 10$aDevelopment of Analytical Methods for Quantification of Residual Powder on 'Powderless' Latex Gloves /$cET. Chen, K. Hughes-Dillon, LW. Schroeder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThis paper describes the validation of an analytical method to determine the minimum amount of residual corn starch powder that can reliably be detected on "powderless" gloves. Our procedures are similar to the ASTM D 11.40 method currently under development titled "ASTM D 11.40, Section I Working Draft for Powder-free Glove Method." The various steps in the procedure were analyzed to determine their limitations and effects on the final results. The ability of the washing steps to remove residual powder from "powderless" gloves was ascertained by conducting recovery studies. An average powder recovery of 81.52% with a relative standard deviation (rsd) value of 8.12% (n = 15) was obtained by the draft ASTM D 11.40 procedure. The efficiency of the filtration and transfer steps was measured. A new device designed in this laboratory received an average yield of 1.51 ± 0.13 mg/glove (n = 15) as compared to the updated draft ASTM D 11.40 method with 0.84 ± 0.11 mg/glove (n = 15). Our new procedure gave an increase of 79% in yield with a rsd value of 8.5%. To enhance yield and powder recovery, it is crucial to rinse the glove surface effectively and reduce the washwater transfer steps. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLatex glove. =650 \0$aAnalytical method. =650 \0$aResidual glove powder. =650 \0$aAqueous phase modifier. =650 \0$aLatex. =650 \0$aPolymerization. =650 14$aResidual glove powder. =650 24$aAqueous phase modifier. =650 24$a?-cyclodextrin. =650 24$aAnalytical method. =650 24$aLatex glove. =700 1\$aHughes-Dillon, K.,$eauthor. =700 1\$aSchroeder, LW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11445J.htm =LDR 02520nab a2200517 i 4500 =001 JTE11443J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11443J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11443J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aAktaa, J.,$eauthor. =245 10$aCreep Lifetime Under Constant Load and Constant Stress :$bTheory and Experiment /$cJ. Aktaa, B. Schinke. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aCreep tests are usually performed under constant load. The remarkable reduction of time to rupture due to the increase of true stress with the elongation of the specimen and with necking is estimated on the basis of the theories by Hoff, Brooklyn, and Kachanov. The influence of necking in tests under constant load and constant stress is investigated using the finite element method (FEM) with specimens containing an initial geometric imperfection. Results of the two types of tests show specimens have different sensitivities to these imperfections. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aLifetime. =650 \0$aMaterials$xCreep. =650 \0$aFracture mechanics. =650 14$aCreep. =650 24$aLifetime. =650 24$aContinuum damage mechanics. =650 24$aCreep tests under constant homogenized stress. =650 24$aCreep tests under true stress. =650 24$aAISI 316 L(N) =700 1\$aSchinke, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11443J.htm =LDR 02927nab a2200577 i 4500 =001 JTE11446J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11446J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11446J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aWolfenden, A.,$eauthor. =245 14$aThe Effect of Fiber Coating on the Temperature Dependence of the Elastic and Anelastic Properties of a Fiber-Reinforced Borosilicate Glass Matrix Composite /$cA. Wolfenden, HM. Thomas, V. Thomas, KK. Chawla. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aYoung's modulus and mechanical damping were determined for two borosilicate glass matrix composites reinforced with continuous ceramic fibers for the temperature range of 20-450°C using the piezoelectric ultrasonic composite oscillator technique (PUCOT). Scanning electron microscopy was also performed on the specimens. The effect of having a boron nitride fiber coating 0.2 ?m thick on the properties of the composite as a function of temperature was determined. These and other measurements showed that the presence of the boron nitride coating improves the toughness of the composite without any penalty on the elastic modulus and damping characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFiber coating. =650 \0$aMechanical damping. =650 \0$aUltrasonic technique. =650 \0$aGlass matrix composite. =650 \0$aYoung's modulus. =650 \0$aElastic properties. =650 \0$aMathematical physics. =650 14$aYoung's modulus. =650 24$aMechanical damping. =650 24$aGlass matrix composite. =650 24$aFiber coating. =650 24$aUltrasonic technique. =650 24$aPiezoelectric transducers. =700 1\$aThomas, HM.,$eauthor. =700 1\$aThomas, V.,$eauthor. =700 1\$aChawla, KK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11446J.htm =LDR 02670nab a2200493 i 4500 =001 JTE11448J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11448J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11448J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1075 =082 04$a531/.1134$223 =100 1\$aMarpet, M.,$eauthor. =245 10$aComparison of Walkway-Safety Tribometers /$cM. Marpet. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe friction between the floor and the pedestrian's shoe bottom is an important factor in walkway safety. There exist a number of instruments, called tribometers, for measuring this quantity. The ASTM F 13.1 Subcommittee on Tribometry, part of the ASTM F-13 Committee on Safety and Traction for Footwear, held a workshop in 1991 at Bucknell University, Lewisberg, PA. At that workshop, a number of commonly used and experimental tribometers were tested under strict laboratory conditions: The ASTM C-1028 horizontal-pull drag sled, Technial Products Model 80 drag sled, Slip Test Mark I Portable Articulated-Strut Tribometer, Slip Test Mark II Portable Inclined-Strut Tribometer, Horizontal Pull Slipmeter drag sled, Tortus dynamic drag sled, Sigler pendulum dynamic tribometer, and the James Articulated-Strut. This paper describes a number of results from that workshop. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTribometer. =650 \0$aForce plate. =650 \0$aWalkway safety. =650 \0$aFriction. =650 \0$aDynamics. =650 14$aCoefficient of friction. =650 24$aForce plate. =650 24$aTribometer. =650 24$aWalkway safety. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11448J.htm =LDR 02132nab a2200517 i 4500 =001 JTE11451J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11451J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11451J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD899.M5 =082 04$a628.1683$223 =100 1\$aSegal, L.,$eauthor. =245 10$aDiagnosis of Machinery by Analysis of Running Temperature Data /$cL. Segal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA thermal diagnosis method is proposed for mechanisms and machinery under a transient regime, with a 10-15 minute implementation time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermal diagnosis. =650 \0$aAmbient temperature. =650 \0$aTechnical condition. =650 \0$aService life friction. =650 \0$aAmbient temperature ferrite process. =650 14$aThermal diagnosis. =650 24$aMaximum increase rate of temperature. =650 24$aTime required to reach maximum. =650 24$aAmbient temperature. =650 24$aTechnical condition. =650 24$aService life friction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11451J.htm =LDR 02838nab a2200565 i 4500 =001 JTE11920J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11920J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11920J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aSantarelli, EL.,$eauthor. =245 10$aFracture Toughness Determination Related to Indentation Problems Avoidance in Three-Point Bend Specimens /$cEL. Santarelli, JE. Perez Ipiña. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aIn elastic-plastic fracture toughness of the three-point bend specimens (3P-SENB) test, fracture toughness is obtained as a function of the energy put into the specimen, and it is measured from the area under the load versus load-line displacement record. A fraction of this energy is not developed as a work in the crack tip, but it is expended in plastic deformation near the loading points. There also exists an overestimation of this energy because of spurious displacements involved between measurement points when a remote transducer is used to measure the load-line displacement. Actual standards provide some techniques to discriminate this spurious energy from the total measured energy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR curve. =650 \0$aBend test. =650 \0$aJ integral. =650 \0$aFracture toughness. =650 \0$aIndentation correction. =650 \0$aElastic-plastic fracture. =650 \0$aFracture mechanics. =650 14$aElastic-plastic fracture. =650 24$aR curve. =650 24$aBend test. =650 24$aLoad-line displacement measurement. =650 24$aIndentation correction. =650 24$aFracture toughness. =650 24$aJ integral. =700 1\$aPerez Ipiña, JE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11920J.htm =LDR 02533nab a2200601 i 4500 =001 JTE11917J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11917J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11917J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aSrinivasan, MN.,$eauthor. =245 10$aUltrasonic Technique for Residual Stress Measurement in Ductile Iron Continuous Cast Round Bars /$cMN. Srinivasan, SN. Chundu, DE. Bray, A. Alagarsamy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn ultrasonic technique using critically refracted longitudinal (LOR) waves was used to determine the residual stresses in ductile iron bars in the as-cast, annealed, normalized as well as quenched and tempered states. The results conform to expected trends based on differential cooling rate and phase transformation effects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCasting. =650 \0$aUltrasonic. =650 \0$aCooling rate. =650 \0$aDuctile iron. =650 \0$aResidual stress. =650 \0$aLongitudinal waves. =650 \0$aPhase transformation. =650 \0$aUltrasonics. =650 14$aDuctile iron. =650 24$aUltrasonic. =650 24$aLongitudinal waves. =650 24$aResidual stress. =650 24$aCasting. =650 24$aCooling rate. =650 24$aPhase transformation. =700 1\$aChundu, SN.,$eauthor. =700 1\$aBray, DE.,$eauthor. =700 1\$aAlagarsamy, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11917J.htm =LDR 02629nab a2200529 i 4500 =001 JTE11923J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11923J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11923J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA274.45 =082 04$a519.2$223 =100 1\$aArora, PR.,$eauthor. =245 12$aA Method for Estimation of the Radius of Elastic-Plastic Boundary Around Cold-Worked Holes /$cPR. Arora, B. Dattaguru, HS. Subramánya Hande. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe radius of an elastic-plastic boundary was measured by the strain gage method around the cold-worked region in L72-aluminum alloy. The relative radial expansion was varied from 2.5 to 6.5% during the cold-working process using mandrel and split sleeve. The existing theoretical studies in this area are reviewed. The experimental results are compared with existing experimental data of various investigators and with various theoretical formulations. A model is developed to predict the radius of elastic-plastic boundary, and the model is assessed by comparing with the present experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSleeve. =650 \0$aMandrel. =650 \0$aCold work. =650 \0$aElastic-plastic boundary. =650 \0$aEstimation theory. =650 \0$aMATHEMATICS$xProbability & Statistics$vGeneral. =650 14$aElastic-plastic boundary. =650 24$aSleeve. =650 24$aMandrel. =650 24$aCold work. =700 1\$aDattaguru, B.,$eauthor. =700 1\$aSubramánya Hande, HS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11923J.htm =LDR 03040nab a2200529 i 4500 =001 JTE11924J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11924J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11924J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.14 =082 04$a620.1$223 =100 1\$aGasiak, G.,$eauthor. =245 10$aAnalysis of Elastic and Plastic Strains for Internally Pressurized Cylinders /$cG. Gasiak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aMethods of theoretical considerations and experiments on elastic and plastic strains in rotational internally pressurised shells with rigid bottoms are presented. The shells were treated as three-dimensional bodies, and the algorithms and programs for numerical analysis were worked out according to the finite-element method (FEM) and Prandtl-Reuss theory of plastic flow. The presented methods of experiments were used for measurements of elastic and plastic strains in thin-walled rotational shells. Loading in the shell was incrementally realized. With the applied methods of numerical calculations and experiments, it is possible to analyze the bulging process in the shell up to the loss of strain stability. Strain increments are not limited in any way. The paper shows the results obtained with the shell bulging. A good agreement between the results obtained with FEM and those from experiments can be observed. The presented analysis can be a basis for work on a method allowing the control of the wall thickness while forming tubular elements in industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCylinders. =650 \0$aPlastic flow. =650 \0$aInternal pressure. =650 \0$aLarge deformations. =650 \0$aElastic-plastic strains. =650 \0$aPlasticity. =650 14$aElastic-plastic strains. =650 24$aCylinders. =650 24$aLarge deformations. =650 24$aPlastic flow. =650 24$aInternal pressure. =650 24$aThree-dimensional stress state. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11924J.htm =LDR 02845nab a2200541 i 4500 =001 JTE11918J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11918J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11918J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aJoo, Y-H,$eauthor. =245 14$aThe Use of Small Punch (Bulge) Tests to Estimate Fracture Stress in the Lower Shelf Regime /$cY-H Joo, T. Hashida, H. Takahashi, K. Shimomura. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe small punch fracture stress ?f(SP) and fracture toughness KIc of embrittled turbine rotor steels have been evaluated at temperatures corresponding to the lower shelf regime. The lower bound values of ?f(SP), determined by statistically analyzing the data, are found to be relatively independent of test temperature range from -196 to -170°C for rotor M steel and from -196 to -150°C for rotor T steel. The relationship of ?f(SP) to fractographic features was also investigated. The lower bound values of ?f(SP) were found to be comparable with values of the microscopic fracture stress ?*f. This result indicates that small punch tests might be used successfully to measure ?*f of materials at lower shelf temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLower bound value. =650 \0$aFracture toughness. =650 \0$aStatistical analysis. =650 \0$aFracture mechanics. =650 14$aSmall punch (bulge) tests. =650 24$aSmall punch fracture stress ?f(SP) =650 24$aFracture toughness. =650 24$aLower bound value. =650 24$aStatistical analysis. =650 24$aMicroscopic fracture stress. =700 1\$aHashida, T.,$eauthor. =700 1\$aTakahashi, H.,$eauthor. =700 1\$aShimomura, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11918J.htm =LDR 02682nab a2200529 i 4500 =001 JTE11919J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11919J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11919J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aBaratta, FI.,$eauthor. =245 10$aNotch Dimensions for Three-Point Bend Fracture Specimens Based on Compliance Analyses /$cFI. Baratta, JH. Underwood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aLoad-line compliance was calculated for various three-point bend specimens containing finite width notches and cutouts, using methods of engineering strength of materials and elastic superposition. Comparison of compliance results for notched specimens with results for the ideal zero width crack was used to propose two basic notch configurations for fracture testing. A relatively wide notch that could be produced by conventional manufacturing methods resulted in load-line compliance values 10% or more above those of the ideal crack case. A narrow notch that could be produced by electric-discharge machining resulted in compliance values much closer to those of the ideal crack case. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aBending beam. =650 \0$aNotch analysis. =650 \0$aFracture toughness. =650 \0$aStrength of materials. =650 \0$aFracture mechanics. =650 14$aFracture toughness. =650 24$aCompliance. =650 24$aStrength of materials. =650 24$aBending beam. =650 24$aNotch analysis. =700 1\$aUnderwood, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11919J.htm =LDR 02719nab a2200541 i 4500 =001 JTE11921J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11921J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11921J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aToribio, J.,$eauthor. =245 10$aOn the Intrinsic Character of the Stress-Strain Curve of a Prestressing Steel /$cJ. Toribio. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis paper deals with the influence on the stress-strain curve of a prestressing steel of such mechanical variables as the gage length, the sample length, and the gripping conditions. An original experimental technique was developed, both to increase the gage length of the standard extensometer and to test large size wires, using different grips. The results show that, at least in a first approach, the stress-strain curve of a prestressing steel has an intrinsic character. Nevertheless, small variations in the yield strength and the flow step were noticed when the sample length changed. These differences may be attributed to the initial curvature of the wire supplied in rolls. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield strength. =650 \0$aIntrinsic character. =650 \0$aPrestressing steels. =650 \0$aStress-strain curves. =650 \0$aYoung's modulus. =650 \0$aElastic properties. =650 \0$aMathematical physics. =650 14$aPrestressing steels. =650 24$aStress-strain curves. =650 24$aIntrinsic character. =650 24$aYoung's modulus. =650 24$aYield strength. =650 24$aRamberg-Osgood parameters. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11921J.htm =LDR 02365nab a2200517 i 4500 =001 JTE11925J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11925J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11925J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD5325.E82 1997 =082 04$a331.89281383125$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aDrop Heights Encountered in the United Parcel Service Small Parcel Environment in the United States /$cSP. Singh, T. Voss. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aPackaged goods move through varieous logistical networks each day all over the world. Packages moving through these various networks are exposed to dynamic forces such as drops, tosses, and kicks. This study investigated the effect of drops, tosses, and kicks encountered in the United Parcel Service (UPS) small parcel environment in the United States. The effect of the weight and volume of packages shipped was studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHandling. =650 \0$aDrop height. =650 \0$aPackage drops. =650 \0$aUnited Parcel Service. =650 \0$aMass media$xPolitical aspects. =650 \0$aUPS. =650 14$aDrop height. =650 24$aPackage drops. =650 24$aHandling. =650 24$aUPS. =700 1\$aVoss, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11925J.htm =LDR 02838nab a2200481 i 4500 =001 JTE11922J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11922J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11922J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aSuperposition Theory Applied to Nail/Glue Joints in Wood :$bPart I-Strength Behavior /$cPJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA model was developed based on concepts involving superposition of nail and glue joint strength to predict the ultimate load of nail/glue joints in wood subjected to lateral loading. Four combinations of two wood species (lodgepole pine and hard maple) and two nail sizes (6d and 8d) were examined. One brand of commercially-available elastomeric construction adhesive was used. A total of 169 nail, glue, and nail/glue joints were tested to ultimate load. Theoretical predictions based on nail and glue joint strength were compared with experimental data from nail/glue joint tests. The results showed that mean joint strength was predicted to within 9% for three of the four combinations of nail size and wood species studied. Statistical analyses revealed that for these three data sets, mean experimental and theoretical values were indistinguishable at the 0.01 level. In addition, the presence of glue in a nailed joint accounted for a substantial increase in strength over joints without glue. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aNail joints. =650 \0$aSuperposition model. =650 \0$aAdhesives. =650 14$aStrength. =650 24$aElastomeric construction adhesives. =650 24$aNail joints. =650 24$aSuperposition model. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11922J.htm =LDR 02862nab a2200577 i 4500 =001 JTE11650J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11650J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11650J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aDatta, KP.,$eauthor. =245 10$aOn the Relationship of Toughness, Fracture Initiation Energy, and Specimen Deflection in Charpy Tests of 4340 Steel /$cKP. Datta, WE. Wood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe toughness of quenched 4340 steel (American Iron and Steel Institute designation) has been studied as a function of notch root radius and tempering temperature for several testing conditions (such as room temperature slow-bend Charpy, room temperature instrumented Charpy). The toughness, the square root of the fracture initiation energy, and the specimen deflection at fracture initiation follow similar trends under identical conditions in each type of testing. Thus fracture initiation energy and the specimen deflection in Charpy testing can be measures of toughness. These three macroscopic relationships are independent of fracture morphology, grain size, or plastic zone size. Theoretical relationships among the three are proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aToughness. =650 \0$aDeflection. =650 \0$aCharpy test. =650 \0$aInitiation energy. =650 \0$aFractures (materials) =650 \0$aMechanical properties. =650 \0$aFracture mechanics. =650 14$aSteels. =650 24$aMechanical properties. =650 24$aToughness. =650 24$aFractures (materials) =650 24$aDeflection. =650 24$aCharpy test. =650 24$aInitiation energy. =700 1\$aWood, WE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11650J.htm =LDR 02633nab a2200505 i 4500 =001 JTE11652J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11652J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11652J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aKaufman, JG.,$eauthor. =245 12$aA Fracture Toughness Data Bank /$cJG. Kaufman, SF. Collis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA data bank containing fully characterized plane-strain fracture toughness test data on aluminum products has been developed for The Metal Properties Council. Procedures were developed for computer storage, retrieval, and analysis of the data. Statistical tolerance limits were determined for two high-strength high-toughness plate products to demonstrate the system's capability. Regression analyses correlating plane-strain fracture toughness values with notch-yield ratios were performed on data for the same two products to generate critical notch-yield ratios. Such critical notch-yield ratios can be used for quality assurance purposes. The fully characterized test data provide system capability for validity criteria revision, although this was not done in the initial contract. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aData storage. =650 \0$aAluminum alloys. =650 \0$aData processing. =650 \0$aFracture mechanics. =650 14$aAluminum alloys. =650 24$aToughness. =650 24$aData storage. =650 24$aData processing. =700 1\$aCollis, SF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11652J.htm =LDR 02014nab a2200517 i 4500 =001 JTE11657J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11657J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11657J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.112$223 =100 1\$aEwalds, HL.,$eauthor. =245 10$aDiscussion of "Effects of Stress Ratio on Fatigue Crack Growth Rates in X70 Pipeline Steel in Air and Saltwater" by Oldrich Vosikovsky /$cHL. Ewalds. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aStress ratio. =650 \0$aCorrosion fatigue. =650 \0$aCrack propagation. =650 \0$aResidual stresses. =650 \0$aStainless steel$xStress corrosion. =650 \0$aStainless steel$xWelding. =650 \0$aStress corrosion. =650 14$aCorrosion fatigue. =650 24$aCrack propagation. =650 24$aStress ratio. =650 24$aSteels. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11657J.htm =LDR 02735nab a2200625 i 4500 =001 JTE11646J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11646J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11646J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aEl Haddad, MH.,$eauthor. =245 10$aReview of New Developments in Crack Propagation Studies /$cMH. El Haddad, TH. Topper, B. Mukherjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b94 =520 3\$aThe application of fracture mechanics concepts to characterize crack growth at low and high temperatures under cyclic, creep, and creep-fatigue conditions is reviewed. The applicability and limitations of various fracture mechanics techniques in predicting cycle- and time-dependent crack growth are discussed. Also, applications of fracture mechanics to predict the fatigue life of various components and the behavior of cracks at near-threshold conditions are discussed with an emphasis given to the growth of small cracks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCycling. =650 \0$aPlastic. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aCreep properties. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aFracture properties. =650 \0$aFracture mechanics. =650 14$aCrack propagation. =650 24$aFracture properties. =650 24$aFatigue (materials) =650 24$aFracture mechanics. =650 24$aCreep properties. =650 24$aStresses. =650 24$aStrains. =650 24$aPlastic. =650 24$aCycling. =700 1\$aTopper, TH.,$eauthor. =700 1\$aMukherjee, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11646J.htm =LDR 02484nab a2200553 i 4500 =001 JTE11655J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11655J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11655J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aArbel, A.,$eauthor. =245 10$aSome Aspects of Biaxial Creep Testing of Thin-Walled Cylindrical and Spherical Pressure Vessels /$cA. Arbel, D. Eliezer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aExpressions are derived for the expansion of cylindrical and spherical pressure vessels that creep at a constant temperature while being internally pressurized by a constant amount of an ideally behaving gas. The main portion of the initial volume of the pressure vessels is occupied by a rod or a ball-type insert to reduce the energy released or containment requirement if a rupture should occur. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExpansion. =650 \0$aCreep tests. =650 \0$aBiaxial creep. =650 \0$aPressure vessels. =650 \0$aExpressions (mathematics) =650 \0$aMaterials$xCreep. =650 \0$aFracture mechanics. =650 14$aCreep tests. =650 24$aPressure vessels. =650 24$aExpressions (mathematics) =650 24$aExpansion. =650 24$aBiaxial creep. =650 24$aCylindrical and spherical pressure vessels. =700 1\$aEliezer, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11655J.htm =LDR 02985nab a2200601 i 4500 =001 JTE11647J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11647J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11647J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aJacobson, WO.,$eauthor. =245 10$aScale and Corrosion Parameters at a Geothermal Loop Experimental Facility /$cWO. Jacobson, AN. Rogers, F. Schoepflin, PM. Henry. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aMetallic alloys and nonmetallic materials, including coatings and plastic liners, were exposed to high-temperature (232.2°C [450°F]), highly saline (20%) brines in a 10-MW geothermal loop experimental facility at the Salton Sea Known Geothermal Resource Area in the Imperial Valley, Calif. Mild carbon steel corrodes rapidly, especially in presence of air, while nickel alloys are very resistant to the Salton Sea geothermal brines. The Teflon® coatings and the vinyl esters exhibited the greatest resistance among the nonmetallic materials tested. Twenty-seven proprietary scale inhibitors were tested to determine the ones most promising for use in the Salton Sea brines. Several scale control additives were effective in retarding silica precipitation at 90°C, the temperature limit of these laboratory tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPower. =650 \0$aAlloys. =650 \0$aPlastics. =650 \0$aGeothermal. =650 \0$aScale corrosion. =650 \0$aCorrosion resistance. =650 \0$aHigh temperature tests. =650 \0$aCorrosion. =650 14$aScale corrosion. =650 24$aCorrosion resistance. =650 24$aHigh temperature tests. =650 24$aPower. =650 24$aGeothermal. =650 24$aAlloys. =650 24$aPlastics. =700 1\$aRogers, AN.,$eauthor. =700 1\$aSchoepflin, F.,$eauthor. =700 1\$aHenry, PM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11647J.htm =LDR 02644nab a2200469 i 4500 =001 JTE11651J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11651J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11651J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aMcConnell, P.,$eauthor. =245 10$aVerification of Compliance Corrections Used in Determining Load-Line Energies from Dynamic Load-Time Data /$cP. McConnell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAbsorbed energy is readily determined by integrating the load versus load-line displacement function. However, in dynamic testing (strain rate approximately 10/s), load-time data are more conveniently obtained. Conversion of load-time data to the energy absorbed by a test specimen during an instrumented impact test requires that the energy absorbed by the test machine be deleted from the total energy represented by the area under the load-time curve. A technique is described whereby previously reported compliance corrections have been experimentally verified. A test specimen is allowed to deflect to an accurately known value. Integration of the quasi-load-deflection curve yields the energy absorbed by the specimen. This value is shown to compare favorably with that obtained from the compliance-corrected load-time curve. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact tests. =650 \0$aDynamic tests. =650 \0$aLoads (forces) =650 \0$aFracture mechanics. =650 14$aImpact tests. =650 24$aDynamic tests. =650 24$aLoads (forces) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11651J.htm =LDR 02363nab a2200541 i 4500 =001 JTE11653J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11653J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11653J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aIkegami, K.,$eauthor. =245 13$aAn Optimal Method for Determining Anisotropic Parameters Under Combined Stress Tests /$cK. Ikegami. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aAn optimal test method to determine the anisotropic parameters of the yield condition under a combined stress state is proposed. Because scattering of experimental values affects the calculated results, the combined stress tests should be conducted under conditions that minimize the scattering effect. Hill's anisotropic yield function is used to establish such a test condition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aAnisotropy. =650 \0$aOptimal method. =650 \0$aYield strength. =650 \0$aData scattering. =650 \0$aCombined stress tests. =650 \0$aFracture mechanics. =650 14$aStresses. =650 24$aAnisotropy. =650 24$aYield strength. =650 24$aCombined stress tests. =650 24$aOptimal method. =650 24$aData scattering. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11653J.htm =LDR 02891nab a2200517 i 4500 =001 JTE11654J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11654J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11654J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aKurita, M.,$eauthor. =245 10$aSimplified Equations for Peak Position and for Its Standard Deviation in X-Ray Stress Measurement /$cM. Kurita. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aSimplified equations for peak position and for its standard deviation resulting from counting statistics are derived in the n points parabola method. These equations are applicable to an even as well as an odd n and can be rapidly calculated even with an inexpensive on-line computer such as a microcomputer. Thus a rapid and precise peak determination can be made by use of these equations with an inexpensive X-ray stress measurement system. Various peak positions calculated by the n points and the three points parabola methods were compared. Two heat-treated steels were used. The n points method, using all the data points that fall above approximately 85% of the maximum intensity, gave the most satisfactory result. On the other hand, the three points method produced a large standard deviation of the peak position unless the three points were taken symmetrically about the diffraction peak. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResidual stress. =650 \0$aStandard deviation. =650 \0$aStatistical analysis. =650 \0$aX-ray stress analysis. =650 \0$aDetermination of stress. =650 \0$aResidual stresses. =650 14$aX-ray stress analysis. =650 24$aDetermination of stress. =650 24$aResidual stress. =650 24$aStandard deviation. =650 24$aStatistical analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11654J.htm =LDR 03314nab a2200637 i 4500 =001 JTE11648J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11648J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11648J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C7 =082 04$a546.76$223 =100 1\$aCoulon, PA.,$eauthor. =245 10$aQuenching, Tempering, and Aging Chromium-Molybdenum-Vanadium Cast Steels /$cPA. Coulon, C. Leymonie, H. Saisse, G. Thauvin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe usual specifications for Cr-Mo-V steel castings fix modest levels of yield strength (350 to 450 MPa) in the hope of obtaining acceptable toughness.But this optimism sometimes leads to disappointment when only the components themselves are considered and not the attached parts.Tests carried out on Cr-Mo steel casings that have 100 000 h or more of service life show that, if toughness is sufficiently high in the as-received condition, and if certain precautions are taken into account at start-up, one may accept service embrittlement and even allow casings that reveal cracks caused by creep or thermal fatigue to remain in service.The aim of the work discussed in this paper has been to compare different grades of Cr-Mo steel distinguished in particular by chromium and nickel contents.Two subjects have been dealt with: the influence of the chemical composition on the optimal conditions of hardening and tempering and the preliminary study of age embrittlement (evaluated by the translation of Charpy V-notch and ductile fracture toughness transition curves) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCasings. =650 \0$aTempering. =650 \0$aToughness. =650 \0$aFree ferrite. =650 \0$aEmbrittlement. =650 \0$aSteel castings. =650 \0$aAging (metallurgy) =650 \0$aQuenching (cooling) =650 \0$aChromium. =650 \0$aChrome. =650 14$aSteel castings. =650 24$aQuenching (cooling) =650 24$aTempering. =650 24$aAging (metallurgy) =650 24$aEmbrittlement. =650 24$aCasings. =650 24$aFree ferrite. =650 24$aToughness. =700 1\$aLeymonie, C.,$eauthor. =700 1\$aSaisse, H.,$eauthor. =700 1\$aThauvin, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11648J.htm =LDR 03068nab a2200625 i 4500 =001 JTE11649J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11649J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11649J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aCobanoglu, MM.,$eauthor. =245 10$aComparison of Methods for Fracture Toughness Determination in Steels /$cMM. Cobanoglu, G. Kardos. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis study compares various test methods and estimation procedures that are available for determining the fracture toughness of steels. The ASTM Test for Plane-Strain Fracture Toughness of Metallic Materials (E 399), the energy rate test, and the multiple identical specimen crack growth resistance R curve test for elastic-plastic fracture toughness JIc determination are compared. Various formulations for plane-strain fracture toughness KIc and JIc estimation are also compared. Comparison of the test methods indicates that, for ductile steels, the multiple identical specimen R curve test is the most promising. It is suggested that the total areas be used for calculation of J from Rice's approximate formulation for three-point bend specimens of ductile steels and crack-contributed areas for brittle steel three-point bend specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aCracks. =650 \0$aSteels. =650 \0$aToughness. =650 \0$aEstimation methods. =650 \0$aFracture (materials) =650 \0$aMechanical properties. =650 \0$aLinear elastic fracture. =650 \0$aElastic-plastic fracture. =650 \0$aFracture mechanics. =650 14$aFracture (materials) =650 24$aToughness. =650 24$aMechanical properties. =650 24$aCracks. =650 24$aSteels. =650 24$aElastic-plastic fracture. =650 24$aLinear elastic fracture. =650 24$aTests. =650 24$aEstimation methods. =700 1\$aKardos, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11649J.htm =LDR 02964nab a2200505 i 4500 =001 JTE11656J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11656J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11656J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aLazaridis, NA.,$eauthor. =245 10$aTask Group Report :$bResults of Interlaboratory Test Programs to Evaluate the Dynamic Tear Test Method /$cNA. Lazaridis, TG. Heberling, ES. Harris, EA. Lange. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn ASTM Task Group evaluated the revised Standard Test Method for Dynamic Tear Energy of Metallic Materials (E 604). The revised method expanded the range of specimen thickness from the 16 mm ( 5/8 in.) specified in E 604-77 to include specimens ranging from 4.8 to 16 mm (3/16 to 5/8 in.) in thickness. The minimum impact velocity was also changed from 4.9 to 4 m/s (16 to 13 ft/s). Three series of tests were conducted by 16 laboratories on steels of low, intermediate, and high yield strength. A total of 1300 specimens were involved over a two-year period, and the results were analyzed statistically to support the modifications in the dynamic tear test method. No variations of engineering significance in dynamic tear energy were found with respect to between-laboratory variation in procedures, testing machine type, impact velocity, and specimen preparation within the tolerances set for the dimensions of the test specimens and the critical parameters of the testing procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTear tests. =650 \0$aDynamic tests. =650 \0$aFractures (materials) =650 \0$aFracture mechanics. =650 14$aDynamic tests. =650 24$aTear tests. =650 24$aFractures (materials) =700 1\$aHeberling, TG.,$eauthor. =700 1\$aHarris, ES.,$eauthor. =700 1\$aLange, EA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11656J.htm =LDR 02424nab a2200517 i 4500 =001 JTE10022J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10022J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10022J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.S6 =082 04$a620.193$223 =100 1\$aGittler, FL.,$eauthor. =245 10$aMaterials for Diffusion and Epitaxy /$cFL. Gittler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMost semiconductor devices are built in the epitaxial layer on a silicon wafer. The properties of the starting epitaxial material are important, because they help to determine the final device parameters. In order to obtain good epitaxial material, the reactants and dopants used must be of known purity. Analytical methods are not sufficiently sensitive and a Use Test has been attempted. Section 5.2 of ASTM Committee F-1, on Materials for Diffusion and Epitaxy, is at this time designing and evaluating an epitaxial reactant purity evaluator. A cleaning method has been devised, which is an important step in the Use Test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPurity. =650 \0$aEpitaxy. =650 \0$aSilicon. =650 \0$aDiffusion. =650 \0$aSilane. =650 \0$aMonosilane. =650 14$aSilicon. =650 24$aEpitaxy. =650 24$aSilane. =650 24$aPurity. =650 24$aDiffusion. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10022J.htm =LDR 02627nab a2200649 i 4500 =001 JTE10018J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10018J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10018J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF251 =082 04$a152.1/5$223 =100 1\$aWang, JCK,$eauthor. =245 10$aDetermination of Resonant Vibration Frequency of Concrete by an Acoustic Impact Technique /$cJCK Wang, A. Auskern, W. Horn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA simple technique based on the acoustic impact method is described for measuring the longitudinal, transverse, and torsional vibration modes of concrete. The results are in excellent agreement with the standard ASTM C 215-60 procedure of forced vibration for determining the resonant frequencies. It is suggested that the acoustic impact method be considered an alternative to the standard technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact. =650 \0$aConcrete. =650 \0$aResonant. =650 \0$aFrequency. =650 \0$aTorsional. =650 \0$aVibration. =650 \0$aTransverse. =650 \0$aLongitudinal. =650 \0$aAcoustics. =650 \0$aAudition (Physiology) =650 \0$aPhysiological acoustics. =650 14$aAcoustics. =650 24$aImpact. =650 24$aConcrete. =650 24$aVibration. =650 24$aResonant. =650 24$aFrequency. =650 24$aLongitudinal. =650 24$aTransverse. =650 24$aTorsional. =700 1\$aAuskern, A.,$eauthor. =700 1\$aHorn, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10018J.htm =LDR 03003nab a2200613 i 4500 =001 JTE10029J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10029J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10029J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.F4 =082 04$a546/.621$223 =100 1\$aPlace, TA.,$eauthor. =245 14$aThe Influence of a Dispersion on the Ductility and Fracture Behavior of Iron /$cTA. Place, JA. Lund. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aIron and iron-thoria strips were produced by a technique involving coprecipitation, hydrogen reduction, compaction, and hot rolling. Flat specimens of iron and two thoria dispersion strengthened alloys were pulled in tension at temperatures in the range 77 to 373 K. The low temperature ductility of the hot-rolled powder compacts was improved by the dispersion, and the ductile brittle transition temperature was reduced. The onset of mechanical twinning, discontinuous yielding, and Luders band failures was suppressed to lower temperatures in the dispersion hardened material. The necking and fracture behavior was strongly influenced by the dispersion. Stringers of thoria particles acted as crack initiation sites, particularly if they lay transverse to the loading direction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctility. =650 \0$aMetallography. =650 \0$aThorium dioxide. =650 \0$aFracture properties. =650 \0$aDispersion hardening. =650 \0$aFractures (materials) =650 \0$aMechanical properties. =650 \0$aIron. =650 \0$aNative element minerals. =650 14$aDispersion hardening. =650 24$aDuctile brittle transition. =650 24$aDuctility. =650 24$aFracture properties. =650 24$aFractures (materials) =650 24$aIron. =650 24$aMechanical properties. =650 24$aMetallography. =650 24$aThorium dioxide. =700 1\$aLund, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10029J.htm =LDR 03260nab a2200709 i 4500 =001 JTE10016J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10016J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10016J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD171 =082 04$a546.3$223 =100 1\$aDowling, NE.,$eauthor. =245 10$aFatigue Life and Inelastic Strain Response under Complex Histories for an Alloy Steel /$cNE. Dowling. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b60 =520 3\$aFor quenched and tempered SAE 4340 steel, the inelastic strains measured during complex stress-strain histories are observed to be larger than would be estimated from constant amplitude test results. Ignoring this effect can result in nonconservative fatigue life predictions. The effect is accounted for by basing fatigue life calculations on inelastic strain. A stress versus inelastic strain relationship is determined from incremental step tests. The inelastic strain versus cycles to failure relationship is employed, and at short lives is determined from constant amplitude tests. At long lives, either the short life data can be extrapolated, or initial and periodic overstrains should be imposed during the constant amplitude tests. Actual and calculated lives are compared for a variety of complex history fatigue tests on unnotched axially loaded specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aFailure. =650 \0$aStrains. =650 \0$aAlloy steel. =650 \0$aAxial stress. =650 \0$aCyclic loads. =650 \0$aFatigue life. =650 \0$aStress cycle. =650 \0$aCrack initiation. =650 \0$aFatigue (materials) =650 \0$aPlastic deformation. =650 \0$aStress-strain diagrams. =650 \0$aMetals. =650 \0$aMetallic elements. =650 14$aMetals. =650 24$aAlloy steel. =650 24$aStress-strain diagrams. =650 24$aFailure. =650 24$aFatigue (materials) =650 24$aDamage. =650 24$aCrack initiation. =650 24$aFatigue life. =650 24$aStress cycle. =650 24$aAxial stress. =650 24$aCyclic loads. =650 24$aStrains. =650 24$aPlastic deformation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10016J.htm =LDR 02910nab a2200589 i 4500 =001 JTE10019J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10019J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10019J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.2 =082 04$a621.381/325$223 =100 1\$aCase, GR.,$eauthor. =245 10$aAcquisition of Computer Aided Design/Analysis Models for Semiconductors /$cGR. Case. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aBecause of the role of the digital computer in the design and analysis of electronic systems, it is becoming increasingly desirable to have suitable computer aided analysis models of semiconductor devices at the time these devices are available for experimental development. This paper describes the development of such computer aided design/analysis (CAD/A) models. The procedures described can be used to develop models based on statistically significant populations of devices. The statistical procedures for selecting devices to be tested, the testing procedures, and the computer codes used for reducing data are described. Examples of computer output and a complete CAD/A model derived using the procedure are included for a sample device. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aDiode models. =650 \0$aData reduction. =650 \0$aTransistor modeling. =650 \0$aComputer aided design. =650 \0$aSemiconductor testing. =650 \0$aSemiconductor modeling. =650 \0$aComputer aided analysis. =650 \0$aTransistor amplifiers. =650 14$aComputer aided analysis. =650 24$aComputer aided design. =650 24$aData reduction. =650 24$aDiode models. =650 24$aModeling. =650 24$aSemiconductor modeling. =650 24$aSemiconductor testing. =650 24$aTransistor modeling. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10019J.htm =LDR 02379nab a2200541 i 4500 =001 JTE10017J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10017J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10017J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD171 =082 04$a546.3$223 =100 1\$aHoge, KG.,$eauthor. =245 12$aA Tension-Compression Test Fixture to Determine Bauschinger Effect /$cKG. Hoge, RL. Brady, R. Cortez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA tension-compression alignment fixture has been designed for an MTS universal test machine. Bending stresses in the specimen are eliminated by rotation and displacement adjustments to the fixture. Lost motion is reduced by preloading in compression all mating parts of the fixture. Results of the Bauschinger effect on several metals are described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLow cycle fatigue. =650 \0$aBauschinger effect. =650 \0$aUniversal test machines. =650 \0$aTension-compression test. =650 \0$aMetals. =650 \0$aMetallic elements. =650 14$aBauschinger effect. =650 24$aLow cycle fatigue. =650 24$aMetals. =650 24$aUniversal test machines. =650 24$aTension-compression test. =700 1\$aBrady, RL.,$eauthor. =700 1\$aCortez, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10017J.htm =LDR 02645nab a2200541 i 4500 =001 JTE10021J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10021J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10021J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC809.E15 =082 04$a551.1$223 =100 1\$aLanger, PH.,$eauthor. =245 10$aEpitaxial Resistivity /$cPH. Langer, CW. Pearce. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aIn order to intelligently specify epitaxial silicon starting material for semiconductor devices, such as, diodes, transistors and integrated circuits, a precise knowledge of the variation of impurity concentration with depth is usually needed. Also, in order to control the epitaxial process, an accurate knowledge of the resistivity must be available in a relatively short time. Innovative techniques that yield impurity concentration profiles will be discussed along with methods that give a rapid indication of the average slice resistivity. Relative merits and disadvantages of each method will be assessed along with the work of the ASTM Committee F-1, Subcommittee 6, Section 6.2, on Epitaxial Resistivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilicon. =650 \0$aImpurity. =650 \0$aResistivity. =650 \0$aConcentration. =650 \0$aSemiconductor. =650 \0$aEarth conductivity, Electric (Geophysics) =650 \0$aEarth resistance. =650 14$aSemiconductor. =650 24$aSilicon. =650 24$aResistivity. =650 24$aImpurity. =650 24$aConcentration. =700 1\$aPearce, CW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10021J.htm =LDR 02817nab a2200517 i 4500 =001 JTE10030J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10030J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10030J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.A4 =082 04$a546/.673$223 =100 1\$aBabcock, SG.,$eauthor. =245 14$aThe Effect of Very Short Time-at-Temperature on the Yield Stress of 6061-T651 Aluminum /$cSG. Babcock, DB. Norvey, SJ. Green, DL. Holt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThis paper describes the experimental methods and the results of an investigation of the effect of short time-at-temperature (achieved by using high heating rates) on the yield stress of 6061-T651 aluminum in uniaxial tension. Specimens were heated to 260°C at rates from about 10-3 to 103°C/s and then immediately pulled to failure at a constant strain rate of about 10/s. These heating rates, which correspond to approximate times-at-temperature in the range of 10-1 to 105 s, produce a large change in yield stress between times-at-temperature of 102 to 105 s. This change is explained in terms of precipitate coarsening and is substantiated by metallographic evidence. Extrapolation to times-at-temperature in the order of 10-5 s is discussed, and it is suggested that at these rates changes in yield stress would be due to strain rate effects only. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain rate. =650 \0$aHeating rate. =650 \0$aMechanical testing. =650 \0$aAluminum. =650 14$aAluminum. =650 24$aStrain rate. =650 24$aHeating rate. =650 24$aMechanical testing. =700 1\$aNorvey, DB.,$eauthor. =700 1\$aGreen, SJ.,$eauthor. =700 1\$aHolt, DL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10030J.htm =LDR 02665nab a2200625 i 4500 =001 JTE10028J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10028J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10028J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.A4 =082 04$a546/.673$223 =100 1\$aLeis, BN.,$eauthor. =245 10$aSome Studies of the Influence of Localized and Gross Plasticity on the Monotonic and Cyclic Concentration Factors /$cBN. Leis, CVB Gowda, TH. Topper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe variation in monotonic and cyclic concentration factors (namely, Kt, K?, K?) due to localized and gross plasticity is presented and discussed for two alloys of contrasting stress-strain behavior, an aluminum alloy 2024 T351 and a mild steel SAE 1015. Thin plates with circular and elliptical holes made of these alloys were subjected to monotonic and cyclic straining in a servo controlled testing machine. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aFatigue. =650 \0$aPlasticity. =650 \0$aNeuber's rule. =650 \0$aSmooth specimen. =650 \0$aNotched specimen. =650 \0$aMaterial response. =650 \0$aAluminum. =650 14$aAluminum. =650 24$aSteel. =650 24$aMaterial response. =650 24$aSmooth specimen. =650 24$aNotched specimen. =650 24$aStress concentration factor. =650 24$aStrain concentration factor. =650 24$aFatigue. =650 24$aPlasticity. =650 24$aNeuber's rule. =700 1\$aGowda, CVB,$eauthor. =700 1\$aTopper, TH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10028J.htm =LDR 02281nab a2200529 i 4500 =001 JTE10027J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10027J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10027J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC793.5.P42 =082 04$a621.36$223 =100 1\$aSplettstosser, HR.,$eauthor. =245 10$aObtainable Radiographic Equivalent Penetrameter Sensitivity /$cHR. Splettstosser. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aSome of the properties of film and vision which affect radiographic sensitivity are discussed. Values of obtainable equivalent penetrameter sensitivity are given for some practical conditions when radiographing ¼- to 2-in.-thick steel with X-rays and 1- to 6-in.-thick steel with Co-60. Limitations to calculations of sensitivity for other conditions are given based on these results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aX-ray. =650 \0$aRadiograph. =650 \0$aPenetrameter sensitivity. =650 \0$aPhotons. =650 \0$aLight quantum. =650 14$aRadiograph. =650 24$aX-ray. =650 24$aFilm. =650 24$aPhotons. =650 24$aPenetrameter sensitivity. =650 24$aSteel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10027J.htm =LDR 02289nab a2200589 i 4500 =001 JTE10025J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10025J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10025J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD281.P9 =082 04$a547.3/086;$223 =100 1\$aSchaffer, EL.,$eauthor. =245 10$aEffect of Pyrolytic Temperatures on the Longitudinal Strength of Dry Douglas-Fir /$cEL. Schaffer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aCompressive and tensile strength of dry Douglas-fir was measured through rapid constant deformation rate tests at temperatures from 25 to 288°C, at initial thermoequilibrium and after 2 h of heating. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aStrength. =650 \0$aDurability. =650 \0$aTemperature. =650 \0$aFire performance. =650 \0$aFracture mechanics. =650 \0$aThermal degradation. =650 \0$aPyrolysis. =650 \0$aChemical reactions. =650 14$aFire performance. =650 24$aWood. =650 24$aTemperature. =650 24$aFracture mechanics. =650 24$aThermal degradation. =650 24$aStrength. =650 24$aPyrolysis. =650 24$aDurability. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10025J.htm =LDR 01877nab a2200409 i 4500 =001 JTE10024J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10024J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10024J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590 =082 04$a631.4/05$223 =100 1\$aGay, GCW,$eauthor. =245 10$aMechanization for Remolding Fine Grained Soils and for the Plastic Limit Test /$cGCW Gay, W. Kaiser. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTime and costs studies in 1965 showed that in soil mechanics laboratories 60 to 90 percent of the total costs of tests were labor costs. The reason for these high labor costs is there has been very little mechanization of soil mechanics laboratory tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoils. =700 1\$aKaiser, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10024J.htm =LDR 02350nab a2200553 i 4500 =001 JTE10023J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10023J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10023J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.85 =082 04$a621.381528$223 =100 1\$aMendel, E.,$eauthor. =245 10$aMeasurements in Silicon Planar Technology :$bMechanical Properties of Semiconductor Surfaces /$cE. Mendel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aMethods for growing silicon single crystals and then fabricating them into polished wafer form are reviewed. A survey of many of the parameters and measurement techniques needed to specify the polished surface is included. The activities of the Section on the Mechanical Properties of Semiconductor Surfaces are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWafers. =650 \0$aSilicon. =650 \0$aPolishing. =650 \0$aProcessing. =650 \0$aMechanical properties. =650 \0$aMeasurement techniques. =650 \0$aSemiconductor wafers. =650 14$aSemiconductors (materials) =650 24$aProcessing. =650 24$aPolishing. =650 24$aSilicon. =650 24$aMechanical properties. =650 24$aMeasurement techniques. =650 24$aWafers. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10023J.htm =LDR 02354nab a2200541 i 4500 =001 JTE10020J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10020J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10020J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.S6 =082 04$a546/.683$223 =100 1\$aGardner, EE.,$eauthor. =245 10$aSilicon Epitaxial Thickness Measurements :$bWhy and How /$cEE. Gardner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aIn the decade since the introduction of epitaxial layers for the fabrication of semiconductor devices, several techniques have been proposed for the measurement of the thicknesses of these layers. Three techniques, bevel and stain, stacking fault, and infrared fringes are discussed in detail. A brief history of the progress of these techniques to become ASTM tentatives or standards is reported. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTwinning. =650 \0$aBevel and stain. =650 \0$aCrystal defects. =650 \0$aEpitaxial thickness. =650 \0$aInfrared interference. =650 \0$aSilicon. =650 \0$aNonmetals. =650 14$aSilicon. =650 24$aEpitaxial thickness. =650 24$aCrystal defects. =650 24$aTwinning. =650 24$aInfrared interference. =650 24$aBevel and stain. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10020J.htm =LDR 02407nab a2200553 i 4500 =001 JTE10026J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10026J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10026J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1/834$223 =100 1\$aHilsdorf, HK.,$eauthor. =245 10$aTriaxial Testing of Nonreinforced Concrete Specimens /$cHK. Hilsdorf, WR. Lorman, GE. Monfore. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThis report is a review of experimental procedures used and methods for presenting data obtained, in testing specimens of nonreinforced concrete under triaxial stress conditions. The report is mainly concerned with behavior of hardened concrete under triaxial compression; materials other than concrete, mortar, or cement paste are excluded. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAxial stress. =650 \0$aHardened concrete. =650 \0$aHydrostatic stress. =650 \0$aTriaxial compression. =650 \0$aExperimental procedures. =650 \0$aConcrete. =650 \0$aBuilding materials. =650 14$aHardened concrete. =650 24$aTriaxial compression. =650 24$aExperimental procedures. =650 24$aAxial stress. =650 24$aHydrostatic stress. =700 1\$aLorman, WR.,$eauthor. =700 1\$aMonfore, GE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10026J.htm =LDR 02812nab a2200625 i 4500 =001 JTE10015J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10015J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10015J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN689.2 =082 04$a620.1/623$223 =100 1\$aWilliams, DP.,$eauthor. =245 12$aA Simple Method for Studying Slow Crack Growth /$cDP. Williams, AG. Evans. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA simple, inexpensive method for studying slow crack growth is described. The method entails measurements of load relaxation at constant displacement using a double torsion specimen. It is demonstrated that the data generated using this technique are in excellent agreement with data obtained using the more complex conventional techniques, for a range of materials-steel, titanium, glass, aluminum oxide, PMMA. These encouraging initial results suggest that additional and more detailed studies using this test procedure are merited. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aTest method. =650 \0$aDouble torsion. =650 \0$aLoad relaxation. =650 \0$aStress corrosion. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 \0$aHydrogen embrittlement. =650 \0$aMetals$xHydrogen embrittlement$xCongresses. =650 \0$aMetals$xStress corrosion$xCongresses. =650 \0$aMetals$xCracking$xCongresses. =650 14$aTest method. =650 24$aFracture. =650 24$aFracture mechanics. =650 24$aDouble torsion. =650 24$aCrack propagation. =650 24$aStress corrosion. =650 24$aHydrogen embrittlement. =650 24$aLoad relaxation. =700 1\$aEvans, AG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10015J.htm =LDR 03037nab a2200541 i 4500 =001 JTE12249 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12249$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12249$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.M3 =082 04$a610.28$223 =100 1\$aßolak, ÖÜ.,$eauthor. =245 10$aMechanical Behavior of Polymers PBXW-128 and PBXN-110 Under Uniaxial and Multiaxial Compression at Different Strain Rates and Temperatures /$cÖÜ. ßolak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe influence of strain rate, temperature, and confining pressure on the mechanical behavior of PBXN-110 binder "inert" (hydroxy-terminated polybutadiene (HTPB)) and PBXW-128 simulant "inert," which is mixed with small particles of sugar, approximately 50 % by weight, is presented in this paper. The polymer PBXN-110 is used as the matrix for the particle-reinforced polymer composite (PBXW-128); the latter is the mock or inert equivalent of actual explosive material. Stress-strain response of both polymeric materials under uniaxial compression is found to be dependent on the strain rate. On one hand, it is observed that PBXW-128 exhibits temperature-dependent behavior, while the mechanical response of PBXN-110 is not significantly affected at temperatures above the glass transition temperature. Compression experiments in the presence of confining pressure reveal that the stress-strain response of each material is rate insensitive. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompression. =650 \0$aRate dependency. =650 \0$aConfining pressure. =650 \0$aTemperature effect. =650 \0$aPolymeric materials. =650 \0$aBiomedical materials. =650 \0$aComposite materials. =650 14$aPolymeric materials. =650 24$aRate dependency. =650 24$aTemperature effect. =650 24$aCompression. =650 24$aConfining pressure. =650 24$aHydroxyl-terminated polybutadiene. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12249.htm =LDR 03155nab a2200625 i 4500 =001 JTE11930 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11930$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11930$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aMeged, Y.,$eauthor. =245 13$aAn Improved Method for Determination of the Cavitation Erosion Resistance by a Weibull Distribution /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe improved method for determination of cavitation erosion resistance is based on the erosion strength concept and the Weibull cumulative distribution function. Cavitation erosion resistance is the ratio between the erosion intensity, which is the external load, and the erosion rate, which is the response of the eroded material. The time at which this erosion rate is determined is t200, i.e., when the average eroded thickness reaches 200 µm. This time ensures that the cavitation erosion resistance of both the boundary layer and the base material can be determined. The improved method is simple, easy to apply, and overcomes the drawbacks of the normalized erosion method and the erosion strength method. In this case, cavitation erosion resistance is an independent, measurable value with units of stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aCavitance. =650 \0$aErosion strength. =650 \0$aBimodal Weibull plots. =650 \0$aAffected material zone. =650 \0$aErosive boundary layer. =650 \0$aUnimodal Weibull plots. =650 \0$aWeibull distribution. =650 \0$aWeibull method. =650 \0$aDistribution (Probability theory) =650 14$aCavitation erosion resistance. =650 24$aCavitance. =650 24$aErosion strength. =650 24$aVibratory cavitation erosion. =650 24$aAffected material zone. =650 24$aErosive boundary layer. =650 24$aWeibull cumulative distribution function. =650 24$aModeling. =650 24$aBimodal Weibull plots. =650 24$aUnimodal Weibull plots. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11930.htm =LDR 03232nab a2200685 i 4500 =001 JTE12079 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12079$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12079$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA434 =082 04$a624.1/833$223 =100 1\$aKumaran, MK.,$eauthor. =245 10$aHeat, Air, and Moisture Transport Properties of Several North American Bricks and Mortar Mixes /$cMK. Kumaran, JC. Lackey, N. Normandin, F. Tariku, D. van Reenen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aHygrothermal models are emerging as practical building design tools. These models require a set of reliable inputs to provide results that are meaningful to the designers. One of these inputs is the set of heat, air, and moisture transport properties of materials. For any given class of building materials, the properties may vary within a broad range. This paper reports the porosity, density, matrix density, thermal conductivity, equilibrium moisture content, water vapor permeability, water absorption coefficient, liquid diffusivity, and air permeability of six types of bricks and four mortar mixes that are used commonly in North America. The experimental and analytical procedures follow either international standards or well-established methodologies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrick. =650 \0$aMortar. =650 \0$aDensity. =650 \0$aPorosity. =650 \0$aMatrix density. =650 \0$aAir permeability. =650 \0$aLiquid diffusivity. =650 \0$aThermal conductivity. =650 \0$aWater vapor permeability. =650 \0$aGrout (Mortar) =650 14$aBrick. =650 24$aMortar. =650 24$aPorosity. =650 24$aDensity. =650 24$aMatrix density. =650 24$aThermal conductivity. =650 24$aEquilibrium moisture content. =650 24$aWater vapor permeability. =650 24$aWater absorption coefficient. =650 24$aLiquid diffusivity. =650 24$aAir permeability. =700 1\$aLackey, JC.,$eauthor. =700 1\$aNormandin, N.,$eauthor. =700 1\$aTariku, F.,$eauthor. =700 1\$avan Reenen, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12079.htm =LDR 03113nab a2200565 i 4500 =001 JTE11791 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11791$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11791$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA654.15 =082 04$a624.1$223 =100 1\$aXia, P-Q,$eauthor. =245 10$aLoad-Carrying Capacity Evaluation of Damaged Reinforced Concrete Structures by Dynamic Testing and Finite-Element Model Updating /$cP-Q Xia, JMW Brownjohn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThere are many nondestructive test methods for the detailed condition evaluation of existing bridges. However, on detection of damage or deterioration, it may be possible only to make a subjective or qualitative judgement on safety. Resulting from research aimed at providing quantitative measures of bridge condition and fitness for purpose, this paper presents a practical method for evaluating the load-carrying capacity of damaged reinforced concrete (RC) beam structures based on dynamic testing and finite-element (FE) model updating. The distribution of the second moment of the cross section along an RC beam structure that had been loaded until failure was identified using FE model updating. Based on the identified second moment of cross section, the effective steel ratio and the ultimate moment of the damaged structure were estimated, leading to an estimate of load-carrying capacity. The paper describes a laboratory study using techniques that can be applied to prototype structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBridge. =650 \0$aFailure. =650 \0$aEvaluation. =650 \0$aReinforced concrete. =650 \0$aLoad-carrying capacity. =650 \0$aFinite-element analysis. =650 \0$aModal analysis. =650 14$aLoad-carrying capacity. =650 24$aReinforced concrete. =650 24$aBridge. =650 24$aEvaluation. =650 24$aFailure. =650 24$aFinite-element analysis. =650 24$aModal analysis. =700 1\$aBrownjohn, JMW,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11791.htm =LDR 02948nab a2200493 i 4500 =001 JTE11801 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11801$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11801$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aDaum, MP.,$eauthor. =245 10$aCombining a Fatigue Model With a Shock Response Spectrum Algorithm /$cMP. Daum. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aProduct fragility assessment in packaging is described using a Damage Boundary Curve (DBC), which evaluates the velocity change and deceleration of an input shock for its damage potential to a product. The DBC assumes a brittle characteristic of components. A more realistic model is to assume ductility of components, resulting in something called Fatigue Damage Boundary (FDB) curves, which incorporate not only velocity change and deceleration, but also number of cycles to failure. The purpose of this study was to incorporate a mathematical model that accounts for the ductile nature of many products into a Shock Response Spectrum (SRS) algorithm. The advantage of incorporating SRS with a fatigue model is the ability to use any shock pulse shape to generate FDB curves and to use any shock pulse shape for finding material properties of a component in question. Using any shape shock pulse eliminates the dependency on traditional shock tables (half-sine and trapezoidal shock pulse shapes). Software was developed to demonstrate the new SRS-fatigue algorithm and to verify its applicability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctile. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aDuctile. =650 24$aFatigue. =650 24$aShock response spectrum (SRS) =650 24$aDamage boundary curve (DBC) =650 24$aFatigue damage boundary (FDB) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11801.htm =LDR 03357nab a2200589 i 4500 =001 JTE11899 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11899$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11899$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD195.P26 =082 04$a688.8$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aMeasurement and Simulation of Damage to Long Light-Weight Packages in the FedEx 3-Day Saver Parcel Delivery Service /$cSP. Singh, G. Burgess, C. Mingerink. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aPackaged goods are shipped daily using the single parcel distribution systems offered by carriers such as FedEx, UPS, and USPS. Through these shipments, packages are exposed to dynamic forces that result in punctures, creases, scuffs, tape failures, and corner and edge crushes. This study measured the frequency and severity of these and other types of damage that occur to long light-weight packages in the FedEx single parcel environment (3-Day Saver). The results of this study showed that the most frequent type of damage in one-way shipments were creases, which represented 61.5 % of the damage events observed. Corner crushes followed with 16.7 %, edge crushes with 6.8 %, punctures with 6.7 %, and tape failures with 1.7 % of the total damages observed. Based on 58 packages shipped, the average box experienced 8.4 creases, 2.3 corner crushes, 0.9 punctures, 0.9 edge crushes, 0.8 others, 0.2 tape failures, and 0.1 scuffs per shipment. Based on these results, a test protocol was developed to reproduce this damage. The test includes vibration testing, compression testing with an edge hazard, at drop onto a point hazard, tip-over test onto an edge hazard, and corner and edge drop tests. The proposed tests correlated well with actual damage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDrops. =650 \0$aFedEx. =650 \0$aDamage. =650 \0$aParcel. =650 \0$aPackage. =650 \0$aTesting. =650 \0$aShipping. =650 \0$aPackage goods industry$xEnvironmental aspects. =650 14$aPackage. =650 24$aDrops. =650 24$aFedEx. =650 24$aParcel. =650 24$aShipping. =650 24$aDamage. =650 24$aTesting. =700 1\$aBurgess, G.,$eauthor. =700 1\$aMingerink, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11899.htm =LDR 02928nab a2200505 i 4500 =001 JTE11804 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11804$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11804$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aLevenberg, E.,$eauthor. =245 10$aQuantifying the Confidence Levels of Deformation Measurements in Asphalt Concrete /$cE. Levenberg, J. Uzan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAn experimental approach for measuring surface strains in asphalt concrete (AC) samples is presented in this paper. It is equivalent to the local attachment of a large number of linear variable displacement transducers (LVDTs) with gage lengths ranging from 5 to 80 mm. The strain distribution properties developed under conditions of uniaxial tension are studied and analyzed for one AC mixture. It is shown that gage lengths of the order of the nominal maximum aggregate size measure a wide range of strain values: from zero strain up to 5 times the average strain. Moreover, as the gage length is increased, the scatter is reduced and the individual measurements yield values that are closer to their average. Subsequently, the confidence levels associated with using a limited number of gages with a given gage length are quantified. The results are then used to assess test protocol recommendations related to AC sample instrumentation. The size scale of the material's Representative Volume Element (RVE) is also addressed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGage length. =650 \0$aLocal strain. =650 \0$aAsphalt concrete. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aLocal strain. =650 24$aAsphalt concrete. =650 24$aGage length. =650 24$aRepresentative volume element. =700 1\$aUzan, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11804.htm =LDR 03268nab a2200601 i 4500 =001 JTE12006 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12006$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12006$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT55.3.H3 =082 04$a604.7$223 =100 1\$aSingh, SP.,$eauthor. =245 12$aA New Test Method and Pictorial Markings for Packages Containing Liquid Dangerous Goods in High Altitude Shipments /$cSP. Singh, GJ. Burgess, J. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aSerious accidents have occurred over the past decade as a result of package failures during high altitude shipments on aircraft. Dangerous goods require sturdier packages since their contents can result in life-threatening incidents if exposed to the environment. High altitude shipments are encountered when trucks travel over mountain passes or when cargo and feeder aircraft transport packages in non-pressurized or partially-pressurized cargo holds. Both types of transport methods result in severe drops in pressure compared to packages transported close to sea level. The testing of packages under these conditions is critical since package integrity must be improved. Current shipping tests performed in test labs do not account for pressure changes and vibration together. This paper proposes a new test method to simulate package conditions in high altitude shipments by subjecting the package to simultaneous vibration and low pressure. It also recommends pictorial markings be used on packages to show whether or not they meet the air and ground shipping requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLeaks. =650 \0$aVacuum. =650 \0$aPackaging. =650 \0$aAir transport. =650 \0$aHigh altitude. =650 \0$aDangerous goods. =650 \0$aHazardous materials. =650 \0$aHazardous substances. =650 \0$aHazardous Substances$xanalysis. =650 14$aPackaging. =650 24$aAir transport. =650 24$aDangerous goods. =650 24$aHigh altitude. =650 24$aLeaks. =650 24$aVacuum. =650 24$aHazardous materials. =700 1\$aBurgess, GJ.,$eauthor. =700 1\$aSingh, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12006.htm =LDR 03262nab a2200553 i 4500 =001 JTE11977 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11977$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11977$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aGuardiola, M.,$eauthor. =245 14$aThe Use of an Alternative Method for Fracture Toughness Evaluation on Different Materials /$cM. Guardiola, C. Bernal, R. Martínez, A. Cassanelli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThrough this paper an alternative procedure to obtain fracture toughness parameters on blunt-notched samples rather than on standard sharp-notched samples has been applied to several materials which display different fracture behavior. An aluminum alloy, an austempered ductile iron (ADI), and two different polymeric materials, polyamide 6 and poly(methyl methacrylate) (PMMA), were tested. The use of the alternative methodology allows simplification and cost reduction in fracture toughness evaluation. For the aluminum alloy, the fracture parameter obtained by this method was 16 % lower than that determined using ASTM standard methodology with data scatter similar to that reported in literature. For the ADI, fracture toughness values from blunt-notched samples were close to those obtained using standard test samples, showing low sensitivity to the changes in the crack tip diameter. For polyamide 6, the alternative methodology led to a toughness value within the same range of the values obtained from the traditional technique. In the case of the PMMA, the KIc values obtained from both methods showed good agreement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aFracture toughness. =650 \0$aToughness assessment. =650 \0$aBlunt-notched samples. =650 \0$aStress intensity factor. =650 \0$afracture mechanics. =650 14$aFracture toughness. =650 24$aStress intensity factor. =650 24$aJ-integral. =650 24$aBlunt-notched samples. =650 24$aToughness assessment. =700 1\$aBernal, C.,$eauthor. =700 1\$aMartínez, R.,$eauthor. =700 1\$aCassanelli, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11977.htm =LDR 02874nab a2200553 i 4500 =001 JTE12303 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12303$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12303$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS198.5.P5 =082 04$a668.495$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aMeasurement and Analysis of Small and Light Weight Parcel Shipping Environment /$cSP. Singh, G. Burgess, J. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis study measured and analyzed the parcel shipping environment within Federal Express. The package sizes and weights monitored in this study represent the "light weight" and "small size" packages within the FedEx handling system. Five packages ranging in size from 0.18 x 0.19 x 1.3 m to 0.36 x 0.37 x 0.31 m and weight between 1.9 and 2.5 kg were shipped both with and without warning labels containing the text "Fragile-Handle With Care." The shipments were done between Michigan and California or Florida using the second day air shipment mode. The data showed that neither the package size/weight or the labels had any significant effect on the severity of drop heights. The highest drop height measured was 1.85 m. The data are presented in terms of drop heights associated with the 90th, 95th, and 99th percentiles of occurrence. Impact orientation is also discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDrops. =650 \0$aFedEx. =650 \0$aImpacts. =650 \0$aPackages. =650 \0$aParcel delivery. =650 \0$aPlastics in packaging. =650 \0$aPolymers$xPermeability. =650 14$aPackages. =650 24$aImpacts. =650 24$aDrops. =650 24$aParcel delivery. =650 24$aFedEx. =700 1\$aBurgess, G.,$eauthor. =700 1\$aSingh, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12303.htm =LDR 03772nab a2200577 i 4500 =001 JTE12194 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12194$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12194$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.B5 =082 04$a620.196$223 =100 1\$aDivinsky, M.,$eauthor. =245 10$aComparative Statistical Analysis of Original and Aged Bituminous Material Viscosity /$cM. Divinsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aStatistical behavior and peculiarities of the viscosity data for original and aged bituminous materials have been investigated. Approximation of the empirical distribution of the aging index values as the ratio of corresponding values for aged and original bituminous material viscosity has been carried out employing normal, lognormal, and Charlier theoretical distribution models. Corresponding models for the suitable approximation of values under consideration have been verified. Probability distribution models under discussion reflect the main features of the aging index data. Accordance of the applied distribution models has been confirmed by transformed-values analysis employing logarithmic and square root transformations for presented aging index values. Suggested probabilistic models including the normal distribution and, in the first instance, the lognormal and Charlier distribution models, can be recommended for practical application for corresponding data analysis. Relationships among the viscosity data of original and aged bituminous materials employing different linear and nonlinear equations and multiple regression models, also including use of penetration and kinematic viscosity data, have been studied and analyzed. Specifications of the residual behavior for the regression equations have been examined, keeping in mind data peculiarities and their degree of heterogeneity. Presented results widen the possibilities for original and aged bituminous materials penetration and aging index data interpretation, increasing the reliability of estimations for corresponding quantitative characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResiduals. =650 \0$aTransformed values. =650 \0$aMultiple regression. =650 \0$aBituminous materials. =650 \0$aTesting characteristics. =650 \0$aProbability distribution. =650 \0$aEngineering materials. =650 \0$aPolymer. =650 \0$aBitumen. =650 14$aBituminous materials. =650 24$aTesting characteristics. =650 24$aProbability distribution. =650 24$aTransformed values. =650 24$aMultiple regression. =650 24$aResiduals. =650 24$aStatistical peculiarities. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12194.htm =LDR 03782nab a2200613 i 4500 =001 JTE101423 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101423$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101423$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aRupnow, Tyson D.,$eauthor. =245 10$aEffect of Sampling Location on the Air Void Analyzer Test Results on Concrete Pavements :$bEvaluation of Data from a 16 State-Pooled Fund Project /$cTyson D. Rupnow, Kejin Wang, Vernon R. Schaefer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe objective of this study was to evaluate the effect of sampling location on the air void analyzer (AVA) results from a 16 state-pooled fund study. The samples were obtained at locations ahead of the paver and behind the paver on a vibrator trail and between vibrator trails. The AVA air content, specific surface, spacing factor, and percent of air voids less than 300 ?m in diameter were analyzed. The total air content of concrete ahead and behind the paver was also measured according to ASTM C231 for comparison. The ASTM C231 test results showed a significant drop in total air content of the samples behind the paver compared with the samples in front of the paver. The results show that the total air content is not an indicator of the spacing factor or percent of air voids less than 300 ?m in diameter. There is no significant difference in the AVA results between the samples obtained on a vibrator trail and those obtained between vibrator trails based on the data from all 16 states. When the data for each state were studied individually, the data from some states showed a significant difference in the percent of air voids less than 300 ?m (D<=300 ?m) as well as the specific surface between the samples obtained ahead and behind the paver. The results imply that vibration removes mainly the large air voids in concrete, and this feature can be captured by the AVA test but not by the conventional ASTM C231 pressure meter test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement. =650 \0$aAir content. =650 \0$aSpacing factor. =650 \0$aSpecific surface. =650 \0$aAir void analyzer. =650 \0$aSampling location. =650 \0$aAir void structure. =650 \0$aConcrete$xAdditives. =650 \0$aPavements, Concrete. =650 \0$aReinforced concrete construction. =650 14$aAir void analyzer. =650 24$aSampling location. =650 24$aPavement. =650 24$aAir void structure. =650 24$aAir content. =650 24$aSpecific surface. =650 24$aSpacing factor. =700 1\$aWang, Kejin,$eauthor. =700 1\$aSchaefer, Vernon R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101423.htm =LDR 03306nab a2200613 i 4500 =001 JTE101288 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101288$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101288$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aStrauch, E. C.,$eauthor. =245 12$aA Test Fixture for Fully Reversed Axial Fatigue Characterization of Composites /$cE. C. Strauch, C. L. Rachau, K. L. Koudela. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aFatigue of fiber-reinforced polymer matrix composites has been studied exhaustedly over the years. However, most fully reversed fatigue testing has concentrated on flexural fatigue. The resulting stress state through the laminate thickness is non-uniform and as such may give rise to unconservative life estimates. Fully reversed (R=-1) axial testing has not been heavily reported due to the difficulties associated with precluding local or global buckling of the axial specimen. The few reported fully reversed axial tests utilize either cylindrical specimens or fixturing that is very large, expensive to fabricate, and difficult to handle. Herein we report on a simple side support fixture that allows the use of standard ASTM tensile test specimens (D3039 or D638, depending on test material), which are readily prepared. The fixture allows fully reversed axial fatigue testing as well as static baseline compression and residual compression strength characterization. Also presented herein are tension-tension (R=0.1) and fully reversed tension-compression (R=-1) S-N diagrams for an E-glass/epoxy composite. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComposite. =650 \0$aS-N diagram. =650 \0$aTest fixture. =650 \0$aAxial fatigue. =650 \0$aFully reversed. =650 \0$aResidual strength. =650 \0$aTension-compression. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aAxial fatigue. =650 24$aFully reversed. =650 24$aTension-compression. =650 24$aR=-1. =650 24$aComposite. =650 24$aTest fixture. =650 24$aS-N diagram. =650 24$aResidual strength. =700 1\$aRachau, C. L.,$eauthor. =700 1\$aKoudela, K. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101288.htm =LDR 02923nab a2200529 i 4500 =001 JTE101351 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101351$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101351$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN775 =082 04$a620.1/86$223 =100 1\$aHong, Sung-Tae,$eauthor. =245 12$aA Comparison of Two Crush Test Methods for Honeycombs Under Compression and Shear /$cSung-Tae Hong, Jwo Pan, Tau Tyan, Priya Prasad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aTwo different crush test methods for aluminum honeycombs under compression and shear loads with respect to the out-of-plane direction are presented in this paper. The honeycomb specimen geometry and the test fixtures for the two test methods are first presented. The combined load method used a test frame with two actuators and the inclined load method employed a multiaxial load cell. The experimental results obtained from the two test methods are presented. The experimental results in terms of the normal crush and shear strengths obtained from the combined and inclined load methods are quite consistent. The experimental results also indicate that under inclined loads, neglecting the constraint force can result in significant error, and the error due to the negligence of the constraint force becomes more pronounced as the inclined loading angle and the in-plane orientation angle increase. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCombined loads. =650 \0$aInclined loads. =650 \0$aAluminum honeycombs. =650 \0$aCompression and shear. =650 \0$aAluminum. =650 14$aAluminum honeycombs. =650 24$aCombined loads. =650 24$aInclined loads. =650 24$aCompression and shear. =700 1\$aPan, Jwo,$eauthor. =700 1\$aTyan, Tau,$eauthor. =700 1\$aPrasad, Priya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101351.htm =LDR 03954nab a2200589 i 4500 =001 JTE101460 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101460$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101460$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aKim, Y. Richard,$eauthor. =245 10$aDetermination of Price Reduction Factors for Density-Deficient Asphalt Pavements /$cY. Richard Kim, S. Joon Lee, Youngguk Seo, Omar El-Haggan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper presents the research undertaken for the development of price reduction factors for density-deficient asphalt pavements. Performance characteristics included in this study are fatigue cracking and rutting. The following laboratory tests were performed on two North Carolina Superpave mixtures with varying air void contents: (1) axial compression dynamic modulus tests for modulus determination; (2) indirect tension tests for fatigue performance evaluation; (3) triaxial repeated load permanent deformation tests for rutting evaluation; and (4) accelerated pavement tests on laboratory pavement slabs for fatigue and rutting evaluation using the third-scale Model Mobile Loading Simulator (MMLS3). Air void models for the dynamic modulus, fatigue cracking, and rutting were developed using the laboratory test data. These models and the results from the MMLS3 testing were used to develop the price reduction factors for density-deficient asphalt mixtures. In order to determine the effect of deficient density of hot-mix asphalt (HMA) on the performance of asphalt pavement as a system, a computer program called AP4 (Asphalt Pavement Performance Prediction Program) was developed. The algorithm adopted in AP4 for the damage calculation is based on the incremental damage concept and is very similar to that used in the National Cooperative Highway Research Program (NCHRP) 1-37A Mechanistic-Empirical Pavement Design Guide. This program allows the determination of the service life for fatigue cracking and rutting based on the inputs of air void contents in all the HMA layers. Case studies of five density-deficient pavements were conducted, and the price reduction factors were determined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDensity. =650 \0$aPrice reduction. =650 \0$aFatigue cracking. =650 \0$aPermanent deformation. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aPerformance-related specifications. =650 24$aPrice reduction. =650 24$aDensity. =650 24$aFatigue cracking. =650 24$aPermanent deformation. =650 24$aAccelerated pavement testing. =650 24$aMechanistic-empirical pavement design. =650 24$aCumulative damage analysis. =700 1\$aLee, S. Joon,$eauthor. =700 1\$aSeo, Youngguk,$eauthor. =700 1\$aEl-Haggan, Omar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101460.htm =LDR 03226nab a2200517 i 4500 =001 JTE100961 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100961$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100961$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.1/41$223 =100 1\$aKaewunruen, Sakdirat,$eauthor. =245 10$aExperimental Determination of the Effect of Wet/Dry Ballast on Dynamic Railway Sleeper/Ballast Interaction /$cSakdirat Kaewunruen, Alex M. Remennikov. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aAs one of the main components of ballasted railway tracks, the concrete sleeper is a cross-tie beam utilized to dissipate the dynamic axle load from the rails to the ballast and the sub-ballast. It interacts with the ballast support under dynamic conditions. This paper presents the dynamic effect on the in-situ concrete sleeper of ballast in wet and dry states. A panel of concrete sleeper laid on an in-situ railway track, constructed at the University of Wollongong, has been chosen to evaluate its dynamic properties using a modal analysis technique. Since the nature of the ballast itself is to have very high drainage properties, the experiments are focused on both dry and very soaked conditions. The moisture content at the sleeper soffit in the former case is approximately 0 %. In the latter case, the ballast is sprayed using ambient-temperature tap water at the rate of 10 mm/h for half an hour. The average moisture content of the ballast sampled after the modal testing at the soffit of the sleeper is 2.63 %. Modal testing was performed before and after spraying in the frequency range between 0 and 1600 Hz. The modal results representing the dynamic railway sleeper/ballast interactions are highlighted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExperiment. =650 \0$aModal testing. =650 \0$aDynamic effect. =650 \0$aWet/dry ballast. =650 \0$aBallast (Railroads) =650 14$aExperiment. =650 24$aDynamic effect. =650 24$aWet/dry ballast. =650 24$aSleeper/ballast interaction. =650 24$aModal testing. =700 1\$aRemennikov, Alex M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100961.htm =LDR 03244nab a2200565 i 4500 =001 JTE101577 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101577$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101577$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531.38$223 =100 1\$aLevenberg, Eyal,$eauthor. =245 10$aInterpretation of Complex Modulus Test Results for Asphalt-Aggregate Mixes /$cEyal Levenberg, Ayesha Shah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aIn this paper, a slightly different approach than usual is suggested to interpret complex modulus results for asphalt-aggregate mixes. Similar to current/common methods, the proposed analysis "forces" the test data to comply with thermo-rheological simplicity and linear viscoelastic (solid) behavior. However, unlike current methods, use is made of both dynamic modulus and phase angle data to obtain a master curve along with the corresponding time-temperature shifting. This is done by assuming a mathematical expression for the relaxation spectrum instead of an equation for the dynamic modulus master curve. Consequently, better compliance with linear viscoelastic theory is a-priori ensured for all subsequent analyses. Moreover, using the proposed method, conversion of the test results from the frequency domain to the time domain arises as a natural and simple outcome of the procedure which does not require sophisticated inversion techniques that are known to be computationally problematic. Complex modulus test results obtained for three different asphalt mixes are presented and analyzed in order to demonstrate the applicability of the proposed method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhase angle. =650 \0$aMaster curve. =650 \0$aComplex modulus. =650 \0$aDynamic modulus. =650 \0$aRelaxation spectrum. =650 \0$aLinear viscoelasticity. =650 \0$aElasticity. =650 \0$aViscosity. =650 14$aLinear viscoelasticity. =650 24$aRelaxation spectrum. =650 24$aComplex modulus. =650 24$aDynamic modulus. =650 24$aPhase angle. =650 24$aMaster curve. =700 1\$aShah, Ayesha,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101577.htm =LDR 02394nab a2200529 i 4500 =001 JTE101669 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101669$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101669$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA221 =082 04$a511/.4$223 =100 1\$aDe, P. S.,$eauthor. =245 10$aDevelopment of a Reversible Bending Fatigue Test Bed to Evaluate Bulk Properties Using Sub-Size Specimens /$cP. S. De, C. M. Obermark, R. S. Mishra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA non-standard fully reversible bending fatigue test bed of fixed displacement amplitude type was designed. A sub-size sample similar in design to the standard ASTM B593 sample was used to evaluate the high cycle bend fatigue behavior of 7075-T6 sheet specimens. Fatigue life was determined at four stress levels of 300, 240, 220, and 190 MPa at a stress ratio of -1. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aS-N curve. =650 \0$aSub-size specimen. =650 \0$aHigh cycle fatigue. =650 \0$aFatigue test method. =650 \0$aCurve. =650 \0$aApproximation theory. =650 14$aFatigue test method. =650 24$aSub-size specimen. =650 24$aHigh cycle fatigue. =650 24$aS-N curve. =700 1\$aObermark, C. M.,$eauthor. =700 1\$aMishra, R. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101669.htm =LDR 03587nab a2200541 i 4500 =001 JTE101471 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101471$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101471$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aHu, Xiaodi,$eauthor. =245 12$aA Simple and Effective Laboratory Test Device for Measuring Tire-Pavement Contact Pressure /$cXiaodi Hu, Lijun Sun, Sheng Hu, Lubinda F. Walubita. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aFor most mechanistic response analyses of asphalt pavements, the traffic loading between the tire and the pavement is often modeled as a circular contact area with a uniform stress distribution. In reality, the tire-pavement contact pressure is hardly circular or uniformly distributed. In order to more accurately model the pavement responses under traffic loading, it is necessary to measure the actual tire-pavement contact pressure (TPCP) and then use it for pavement mechanistic response analyses. Currently there are a few devices that can be used to measure the TPCP. However, most of these existing devices have some limitations. For example one of the major disadvantages is the fact that the measured data were the pressure between the tire and a steel plate, and not between the tire and the asphalt pavement. For accurate TPCP measurements in this paper, a simple and effective static laboratory test device was developed. One of the features of this device is that the pressure sensors were inserted and suspended within the asphalt slab and the top of the sensors were kept flush with the surface at the interface with the tire. This enabled the true TPCP between the tire and the asphalt surface to be measured. Additionally, the device is relatively easy to set up and conduct the tests. Thus far, the laboratory measured TPCP results with this static test device were reasonably consistent with existing theories and assumptions about modeling the TPCP and pavement mechanistic responses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTire-pavement. =650 \0$aAsphalt pavement. =650 \0$aContact pressure. =650 \0$aStatic measuring device. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aAsphalt pavement. =650 24$aTire-pavement. =650 24$aContact pressure. =650 24$aStatic measuring device. =700 1\$aSun, Lijun,$eauthor. =700 1\$aHu, Sheng,$eauthor. =700 1\$aWalubita, Lubinda F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101471.htm =LDR 03620nab a2200529 i 4500 =001 JTE101443 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101443$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101443$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1075 =082 04$a621.8/9$223 =100 1\$aGanesh Narayanan, R.,$eauthor. =245 10$aInfluence of Friction in Simple Upsetting and Prediction of Hardness Distribution in a Cold Forged Product /$cR. Ganesh Narayanan, M. Gopal, A. Rajadurai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aPredicting inhomogeneous deformation in any forging process will definitely be helpful in deciding the tool, billet material, lubrication, annealing sequences, and number of stages to make products. In this work, the influence of varied friction conditions on the hardness and effective strain variation during simple upsetting is studied. Also, hardness variation in a typical cold forging process is predicted by relating hardness and effective strain evolution in a simple upsetting operation empirically. Four different lubricants, viz., castor oil (m=0.33), soap (m=0.25), grease (m=0.2), teflon (m=0.16), are considered for experimentation. The friction factors of these lubricants were obtained from a Ring Compression Test (RCT) and are used in FE simulations of upsetting and forging operations. It is found from the analyses that: (1) Teflon shows relatively less variation in hardness and effective strain depicting homogeneous upsetting operation, whereas other lubricants show a larger variation in hardness and effective strain in radial and axial directions; (2) hardness is observed to vary linearly with effective strain; (3) the empirical relationship between hardness and effective strain obtained from a simple upsetting operation, which is common for all the lubricants, predicts the hardness distribution during the forging-extrusion process with moderate accuracy. This depends on the interface friction conditions, i.e., solid and semi-solid lubricants with better holdability like Teflon and soap show good correlation between experimental and predicted hardness values than liquid lubricant, i.e., castor oil. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aForging. =650 \0$aForming. =650 \0$aHardness. =650 \0$aLubricant. =650 \0$aLubrication and lubricants. =650 \0$aGrease. =650 14$aForging. =650 24$aForming. =650 24$aHardness. =650 24$aLubricant. =700 1\$aGopal, M.,$eauthor. =700 1\$aRajadurai, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101443.htm =LDR 03883nab a2200529 i 4500 =001 JTE101496 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101496$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101496$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156 =082 04$a658.5/62/021873$223 =100 1\$aBeges, Gaber,$eauthor. =245 10$aInformation Extraction from Interlaboratory Comparison in Testing-Temperature Measurement in the Black Test Corner /$cGaber Beges, Hans Dalsgaard Jensen, Janko Drnovsek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper presents extraction of information from results of an interlaboratory comparison in testing, which was performed in the scope of the 5th Framework Program-INCOLAB (INitiative and CO-ordination to prepare LABoratories in Newly Associated States for full implementation of the (LVD) Low-Voltage Directive) project. The comparison covers all the requirements of classical proficiency testing, but also adds metrological aspects in order to improve the outcome of such tests, which is new in the field of interlaboratory comparisons in testing of electric safety. The objective was to show differences in methods and measurements in the black test corner (BTC, which is one of the tests required by the LVD directive standards), when performing the conformity assessment. A digital convection oven and a cooker were chosen as representative samples for comparison. Different shapes of samples were used to put forward understanding and application of the standard requirements. Additionally, the temperature artifact was used for comparison of the BTCs of different participating laboratories. All participating laboratories in this intercomparison were requested to follow the basic instructions given in the technical protocol, applying their everyday test procedure. Results showed a few problematic areas in safety testing. The entire intercomparison proved that in general, and for LVD in particular, better specification for BTCs as an example for a complex measuring instrument is required. Additional information about test samples was also obtained. The concern arising is that a product can be placed on the EU market with the conformity assessment activity support of testing laboratories with quite different measurement capabilities. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSafety testing. =650 \0$aConformity assessment. =650 \0$aMeasurement & testing. =650 \0$aManufactures$xQuality control$xStandards. =650 \0$aQuality control$xStandards. =650 14$aInterlaboratory comparison. =650 24$aMeasurement & testing. =650 24$aLVD. =650 24$aSafety testing. =650 24$aConformity assessment. =700 1\$aJensen, Hans Dalsgaard,$eauthor. =700 1\$aDrnovsek, Janko,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101496.htm =LDR 02845nab a2200529 i 4500 =001 JTE101196 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101196$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101196$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.001/51825$223 =100 1\$aWang, Bing,$eauthor. =245 10$aComputational Modeling of the Lateral Load Transfer Capacity of Rimboard /$cBing Wang, Xiaoqin Liu, F. Lam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper evaluates the performance of structural composite lumber in terms of lateral load transfer capacity in rimboard application from the perspective of computational modeling with the finite element method (FEM). Computational modeling is effective at predicting and evaluating performance of structural composite lumber as rimboard. It provides insight into the system behavior of floor assembly and demonstrates that with the current test setup, as stipulated in the AC124 standard, the lateral load transfer capacity of rimboard may be overestimated if the vertical restraints in real buildings are not as stiff as the hold-down device used in the laboratory. Two solutions are proposed to improve the test setup to yield more reliable evaluation of lateral load transfer capacity of rimboard. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRimboard. =650 \0$aFinite element method. =650 \0$aComputational modeling. =650 \0$aFinite element analysis. =650 \0$aEngineering mathematics. =650 14$aStructural composite lumber. =650 24$aRimboard. =650 24$aLateral load transfer capacity. =650 24$aFinite element method. =650 24$aComputational modeling. =700 1\$aLiu, Xiaoqin,$eauthor. =700 1\$aLam, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101196.htm =LDR 03352nab a2200553 i 4500 =001 JTE101399 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101399$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101399$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.001/51825$223 =100 1\$aMorgan, G. C. J.,$eauthor. =245 10$aIn situ Monitoring of Pavement Stresses on the A1 in Switzerland /$cG. C. J. Morgan, L. D. Poulikakos, M. Arraigada, M. N. Partl, R. Muff. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA large number of sensors installed as part of the European cooperative project, Eureka Logchain Footprint, are used to examine the effects of individual vehicles on the road pavement and the environment. The weigh-in-motion data recorded at the Footprint Monitoring Site near Lenzburg, Switzerland are analyzed and figures are presented which describe the nature of the traffic experienced at the monitoring site. The weigh-in-motion data are matched to data from a prototype stress-in-motion sensor from the same site and the two datasets are compared. The ability of the stress-in-motion sensor to record the contact stress distribution is discussed and procedures are proposed for describing the shape of the distribution using a relatively small number of parameters. A method for quantifying distribution shape in terms of an "m"-ness value is proposed. A finite element model of the road is constructed, validated, and used to predict the stresses and strains in the pavement related to particular contact stress distributions. It is demonstrated that, for all but the heaviest tires, the shape of the stress distribution has a significant effect on the stresses and strains within the pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeigh-in-motion. =650 \0$aStress-in-motion. =650 \0$aIn situ monitoring. =650 \0$aFinite element modeling. =650 \0$aFinite element analysis. =650 \0$aEngineering mathematics. =650 14$aStress-in-motion. =650 24$aWeigh-in-motion. =650 24$aIn situ monitoring. =650 24$aFinite element modeling. =700 1\$aPoulikakos, L. D.,$eauthor. =700 1\$aArraigada, M.,$eauthor. =700 1\$aPartl, M. N.,$eauthor. =700 1\$aMuff, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101399.htm =LDR 03288nab a2200529 i 4500 =001 JTE101461 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101461$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101461$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1710 =082 04$a677.11$223 =100 1\$aNamligöz, E. S.,$eauthor. =245 10$aEvaluation of Finishing Processes for Linen Fabrics Using the Kawabata Evaluation System /$cE. S. Namligöz, M. I. Bahtiyari, A. E. Körlü, S. ßoban. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe main problems of linen textiles are roughness, stiffness, and wrinkling tendency. To solve these problems, different finishing processes are necessary. The aim of this study is to investigate the effects of different finishing processes such as enzymatic treatment with cellulases, softening process with micro-silicone softener, and wrinkle resistance treatment with modified-DMDHEU (dimethyloldihydroxyethyleneurea), on the mechanical properties of linen fabric. The bio-polishing of linen fabrics was performed in laboratory type exhausting machine. The softening and wrinkle resistance processes were realized with laboratory padder for impregnation and laboratory stenter for drying and curing. The Kawabata Evaluation System was used to test tensile, bending, and shearing properties of linen fabric treated with different finishing processes. Moreover, the wrinkle recovery angles (WRAs) of untreated and treated samples were also investigated according to DIN 53890. It was found that the bio-polishing process is important like softening processes in accordance with the softness feel of linen fabric. While the WRA of the treated fabrics had increased, the mechanical properties (tensile, shear, and bending) of fabrics did not change significantly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoftening. =650 \0$aBio-polishing. =650 \0$aWrinkle resistance. =650 \0$aLinen. =650 14$aKawabata evaluation system. =650 24$aWrinkle resistance. =650 24$aLinen. =650 24$aBio-polishing. =650 24$aSoftening. =700 1\$aBahtiyari, M. I.,$eauthor. =700 1\$aKörlü, A. E.,$eauthor. =700 1\$aßoban, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101461.htm =LDR 03208nab a2200517 i 4500 =001 JTE101506 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101506$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101506$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA901 =082 04$a693.5$223 =100 1\$aZhou, Qinghua,$eauthor. =245 10$aMeasurements with a New Peel Adhesion Test on Waterproof Membranes Used on Concrete Bridge Decks /$cQinghua Zhou, Qinwu Xu, Zhanjun Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aInterface adhesion is one of the critical performance criteria to evaluate the engineering properties of the waterproof membrane (WM) used on concrete bridge decks. The standardized methods such as the ones specified by ASTM have provided guidance to conduct interface adhesion tests. However, these methods are not specially designed for a WM used on concrete bridge decks, and ASTM D3359 is a qualitative test for evaluation of peel strength. Meanwhile, the interface adhesion is affected by a myriad of sophisticated field conditions. Accordingly, this research investigates the interface adhesion strength of the WM using a new 90° peel test. Laboratory and field tests were conducted in which the influences of peeling speed, use of subcoat, and construction temperature were taken into account. The four-point bending fatigue test on a WM was designed to account for the influences of repeated vehicle loadings on adhesion strength. Test results indicate that peel strength increases with increasing peeling speed, while it increases initially and then decreases with increasing the construction temperature of the WM and the content of subcoat. It is also found that peel strength has a linear log-log relationship with fatigue loading cycles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPeel strength. =650 \0$aWaterproof membrane. =650 \0$aWaterproofing. =650 \0$aCoating processes. =650 \0$aBridge. =650 14$aWaterproof membrane. =650 24$aBridge. =650 24$aPeel strength. =650 24$aTest. =700 1\$aXu, Qinwu,$eauthor. =700 1\$aZhang, Zhanjun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101506.htm =LDR 03200nab a2200553 i 4500 =001 JTE101051 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101051$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101051$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1115 =082 04$a676/.28/027$223 =100 1\$aChemak, Chokri,$eauthor. =245 10$aDouble Watermarking and Turbo Coding for Robust Image Watermarking /$cChokri Chemak, Mohamed Salim Bouhlel, Jean Christophe Lapayre. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b46 =520 3\$aThis paper is an attempt to describe the concept of double watermarking. The latter term refers to a new watermarking scheme based on embedding a mark (signature) in both spatial and multiresolution domains. This scheme is able of embedding 2000 bits of mark in medical images with dimensions 256 by 256 pixels. Experiments on a database of 30 medical images indicate the watermarks are robust to noises, filter attacks, JPEG compression, and cropping. For the purpose of increasing the image watermarking robustness against attacks of an image transmission and to perform a large number of bits to hide into images we encode with a turbo code an image-embedded mark. Fidelity of images is improved by incorporation of the relative peak signal-to-noise ratio as a perceptual metric to measure image degradation. We demonstrate by some experimental results that this unit of measurement is the best distortion metric which is correlated with the human visual system to evaluate the quality of images after the watermarking process. We show that each of these three components improves performance substantially. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRobustness. =650 \0$aTurbo code. =650 \0$aSpatial field. =650 \0$aDouble watermarking. =650 \0$aMulti-resolution field. =650 \0$aWatermarks. =650 14$aDouble watermarking. =650 24$aMulti-resolution field. =650 24$aSpatial field. =650 24$aTurbo code. =650 24$aRPSNR. =650 24$aRobustness. =700 1\$aBouhlel, Mohamed Salim,$eauthor. =700 1\$aLapayre, Jean Christophe,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101051.htm =LDR 03147nab a2200541 i 4500 =001 JTE10329J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10329J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10329J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA775 =082 04$a621.8$223 =100 1\$aHamid, AA.,$eauthor. =245 10$aDirect Modeling of Concrete Block Masonry Under Shear and In-Plane Tension /$cAA. Hamid, BE. Abboud. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA better understanding of the complex behavior of masonry structures is necessary to embrace the more appropriate concept of ultimate strength design. Owing to the prohibitive cost of full-scale testing of masonry systems, a more economical method utilizing direct modeling techniques is proposed. It is the objective of this study to evaluate the use of direct modeling of ungrouted and grouted block masonry under shear and in-plane tension. A total of 62 quarter-scale model shear and tension specimens were tested, and the results were compared with similar prototype test results. The study includes the effect of mortar strength, grout strength, and load orientation on the assemblage mode of failure and ultimate strength. Correlations between model and prototype results are performed. Excellent correlations were obtained for mode of failure and the overall effects of different parameters. It is concluded that direct modeling is feasible and is capable of predicting the behavior of masonry. Deviations from prototype strength results were observed that are attributed to size effect of aggregate, imperfections in unit geometry, and higher strength values of model blocks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMortar. =650 \0$aShear tension. =650 \0$aMasonry models. =650 \0$aGrouting. =650 \0$aConcrete blocks. =650 \0$aDirect modeling. =650 14$aConcrete blocks. =650 24$aDirect modeling. =650 24$aShear tension. =650 24$aGrouting. =650 24$aMortar. =650 24$aMasonry models. =700 1\$aAbboud, BE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10329J.htm =LDR 02452nab a2200493 i 4500 =001 JTE10328J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10328J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10328J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aReinhart, FW.,$eauthor. =245 10$aAnalysis of Service Failures in Thermoplastic Pressure Piping Water Systems /$cFW. Reinhart, FJ. Furno. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aInvestigators into failures of installed thermoplastic water piping systems often do not have sufficient knowledge of the types or classes of failure and their causes to make a proper analysis of problems in this area because of the newness of thermoplastic piping. The authors, who have had extensive detailed and long-term experience in this field (40 and 28 years respectively), decided it would be helpful to users, manufacturers, installers, piping engineers, code officials, and other interested parties if a concise treatment of this topic was presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWater systems. =650 \0$aPiping failures. =650 \0$aThermoplastic. =650 \0$aThermoplastic composites. =650 \0$aThermoplastic piping. =650 14$aThermoplastic piping. =650 24$aWater systems. =650 24$aPiping failures. =700 1\$aFurno, FJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10328J.htm =LDR 01890nab a2200493 i 4500 =001 JTE10331J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10331J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10331J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD756 =082 04$a628.3/54$223 =100 1\$aHwang, R.,$eauthor. =245 10$aSimple Analysis of Gluconate in Cleaner /$cR. Hwang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aTwo simple methods of gluconate analysis in a cleaner are described:. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIodometric method. =650 \0$aNeutralization method. =650 \0$aSodium thiosulphate. =650 \0$aPeriodic acid. =650 \0$aPeriodate. =650 14$aIodometric method. =650 24$aNeutralization method. =650 24$aPeriodate. =650 24$aPeriodic acid. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10331J.htm =LDR 02606nab a2200601 i 4500 =001 JTE10330J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10330J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10330J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP811.5 =082 04$a620.1/404299$223 =100 1\$aSargent, PM.,$eauthor. =245 12$aA Better Way to Present Results from a Least-Squares Fit to Experimental Data :$bAn Example from Microhardness Testing /$cPM. Sargent. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aFitting a straight line to data using the least-squares method is very often the method of choice when presenting experimental results. When there are a number of sets of data, each with its fitted line, it can be difficult at first to appreciate the meaning of the results. Also, parameters calculated from least-squares fits are often quoted without estimates of accuracy, even when the original data contain considerable scatter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHardness. =650 \0$aISE index. =650 \0$aIndentation. =650 \0$aSize effect. =650 \0$aMicrohardness. =650 \0$aError ellipsoids. =650 \0$aCeramics plasticity. =650 \0$aMicroindentation. =650 \0$aCeramography. =650 \0$aIndustrial microscopy. =650 14$aMicrohardness. =650 24$aMicroindentation. =650 24$aSize effect. =650 24$aISE index. =650 24$aHardness. =650 24$aIndentation. =650 24$aError ellipsoids. =650 24$aCeramics plasticity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10330J.htm =LDR 02416nab a2200505 i 4500 =001 JTE10327J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10327J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10327J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1065 =082 04$a677.689$223 =100 1\$aWhite, RH.,$eauthor. =245 13$aAn Empirical Model for Predicting Performance of Fire-Resistive Coatings in Wood Construction /$cRH. White. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aCurrently used fire-retardant coatings for wood products reduce flame spread; they are not designed specifically to provide fire resistance. Fire-resistive coatings designed for steel and foam plastics generally are not recommended for wood. However, these fire-resistive coatings have been tested for their ability to improve the fire resistance of plywood. We have developed an empirical model for predicting the fire-resistance performance of fire-resistive-coated wood based on these small nonload-bearing fire-resistance tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aPlywood. =650 \0$aFire resistance. =650 \0$aFire-resistive coatings. =650 \0$aFire endurance. =650 14$aFire-resistive coatings. =650 24$aWood. =650 24$aFire endurance. =650 24$aFire resistance. =650 24$aPlywood. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10327J.htm =LDR 02721nab a2200517 i 4500 =001 JTE10325J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10325J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10325J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aNaumenko, VP.,$eauthor. =245 10$aDetermination of Fracture Toughness for Brittle Nonmetallic Materials at the Subcritical Crack Growth Stage /$cVP. Naumenko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aIn addition to the KIc characteristics of such brittle materials as glass-like and ceramic ones, it is proposed to determine the values of KIo and KIi, corresponding to the crack onset and the beginning of the accelerated stage of its subcritical growth. An experimental method has been developed: to grow a given edge crack in a flat specimen, to determine the values of KIo and KIi by loading this specimen in transverse compression and then, in the course of eccentric tension (wedging) of the same specimen, to evaluate the KIc characteristics. The validity of the KIo, KIi and KIc values obtained for glass and polymethyl methacrylate (PMMA) is confirmed by their comparison with the data published. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture toughness. =650 \0$aStress intensity factors. =650 \0$aSubcritical crack growth. =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aFracture toughness. =650 24$aFracture toughness testing. =650 24$aSubcritical crack growth. =650 24$aStress intensity factors. =650 24$aBrittle nonmetallic materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10325J.htm =LDR 02923nab a2200505 i 4500 =001 JTE10324J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10324J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10324J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aToor, PM.,$eauthor. =245 10$aReferences and Conference Proceedings Towards the Understanding of Fracture Mechanics /$cPM. Toor, CM. Hudson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe study of the structural integrity of components using fracture mechanics has become an integral part of new designs and is being used to reevaluate old designs. ASTM Subcommittee E24.06, concerned with the application of fracture mechanics to real hardware, is dedicated to the education of its members in the areas of fracture application. As a first step, a list of basic references towards the understanding of fracture mechanics has been compiled. Textbooks, ASTM Special Technical Publications (STPs), ASTM standards, national and international journals, symposia and conferences, and basic references in the development of fracture toughness, stress intensity factors, fatigue crack growth, fracture testing, fracture of brittle materials, and fractography are listed by sections in chronological order. This is a first effort by Subcommittee E24.06 to compile the references; an update will include brief abstracts/descriptions of the references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture mechanics. =650 \0$aFatigue crack growth. =650 \0$aFracture application. =650 \0$aFracture mechanism. =650 \0$aStress intensity. =650 \0$aFracture mechanics$xMathematical models. =650 14$aFracture mechanics. =650 24$aFracture application. =650 24$aFatigue crack growth. =700 1\$aHudson, CM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10324J.htm =LDR 03095nab a2200493 i 4500 =001 JTE10326J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10326J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10326J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.1/7$223 =100 1\$aLoria, EA.,$eauthor. =245 10$aInterpretive Report on the Sensitization of Type 304 Stainless Steel /$cEA. Loria. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aWhen Type 304 stainless steel is sensitized by a thermal treatment in the range of 400 to 850°C, intergranular attack will occur upon subsequent exposure to certain media. Interest in the sensitization behavior of Type 304 has been rekindled by the recurrent problem of pipe cracking in boiling water reactors, and the subject is of major importance to the electric power utility industry. In many practical situations, such as welding, sensitization is best studied by continuous cooling through the sensitizing temperature range wherein the variables are the peak temperature reached and the cooling rate in contrast to temperature and time of the isothermal hold which has been the customary practice. This report will focus on the importance of continuous cooling sensitization in certain heats of Type 304 with changing section size. A review of the test methods that assess intergranular corrosion and the effort to quantify degree of sensitization upon Jominy testing of bar, strip, and pin specimens or Gleeble-type testing of small rods will be presented. The major influence of carbon content and the effects of other elements will be discussed along with material remedies and suggestions for future work. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSensitization. =650 \0$aIntergranular corrosion. =650 \0$aType 304 stainless steel. =650 \0$aEngineering design. =650 \0$aBuilding materials. =650 \0$aSteel. =650 14$aType 304 stainless steel. =650 24$aSensitization. =650 24$aIntergranular corrosion. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10326J.htm =LDR 02586nab a2200469 i 4500 =001 JTE11777J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11777J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11777J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.E9 =082 04$a690$223 =100 1\$aZafran, JB.,$eauthor. =245 10$aInfluence of Substrate Deformations on the Thermal Fatigue Life of SMT Solder Joints /$cJB. Zafran, BI. Sandor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aPreviously published expressions based on life data for bulk solder are used in this paper to calculate the number of thermal cycles to failure of the solder joints of leadless chip carriers attached to various substrates. The devices used by Hall in thermal chamber cycling and power cycling are chosen for analysis. The values of deformations in terms of shear strain range and total mismatch are presented and compared. The fatigue lives of the solder joints are predicted based on the deformation data, the test conditions, and the Coffin-Manson expression. Attempts are made to correct some crucial differences in previous work or to fill in for missing information. The resulting predictions are explained according to the specific models used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLife prediction. =650 \0$aSubstrate deformations. =650 \0$aJoints (Engineering) =650 14$aSMT solder joints. =650 24$aLife prediction. =650 24$aSubstrate deformations. =700 1\$aSandor, BI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11777J.htm =LDR 03335nab a2200529 i 4500 =001 JTE11787J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11787J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11787J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP245.F6 =082 04$a543/.56$223 =100 1\$aBrice, JL.,$eauthor. =245 10$aAnalysis of Jet Fuel Thermal Oxidation Deposits by Spectral Fluorometric Technique /$cJL. Brice. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe Jet Fuel Thermal Oxidation Test (JFTOT) is a widely used ASTM test procedure that evaluates the thermal stability of a fuel. It is evidenced by the fuel's resistance to undergo any chemical changes during increased thermal oxidative stress, until such time that a thermal breakpoint temperature is reached. A characteristic trace of the fuel is then deposited onto an aluminum test coupon and the fuel is rated on a pass/fail books relative to industry standards. Current rating systems approved by the industry for evaluating these tube deposit formations often fail to generate repeatable rating results. The required visual inspection of these deposit areas produces considerable uncertainty among many reviewers (due to a host of uncontrolled variables within the human observer). This paper will focus on the needs of the industry for an improved method of evaluating jet fuel thermal oxidation deposits using laser-induced spectral flourometry (SF). A novel device for reading these tube deposit areas from the cylindrical surface of an aluminum test coupon will be described as well. The overall technique yields an array of objective criteria for the evaluation of heater tube deposit areas and shows great potential for the identification of individual jet fuels on the basis of their fluorescent profiles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJet fuels. =650 \0$aTest coupon. =650 \0$aTube deposit area. =650 \0$aFluorescent profile. =650 \0$aFluorescent probes. =650 \0$aFluorescence spectroscopy. =650 14$aJet Fuel Thermal Oxidation Test (JFTOT) =650 24$aJet fuels. =650 24$aTest coupon. =650 24$aTube deposit area. =650 24$aLaser-induced spectral fluorometry (SF) =650 24$aFluorescent profile. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11787J.htm =LDR 02658nab a2200529 i 4500 =001 JTE11785J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11785J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11785J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aCC79.E85 =082 04$a930.1$223 =100 1\$aLiu, KC.,$eauthor. =245 12$aA Mechanical Extensometer for High-Temperature Tensile Testing of Ceramics /$cKC. Liu, JL. Ding. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aDesign and development of a simple mechanical strain extensometer for high-temperature tensile testing of ceramic materials are described. The extensometer uses the lever-arm concept to proportionally reproduce the displacements of fiducial gage marks defined on a specimen. Various potential errors in strain measurement associated with the kinematics of this mechanical extensometer are analyzed and estimated. The extensometer exhibits a resolution of 5 microstrain (??) and good long-term stability under moderate changes of ambient temperature. Limited results of simple isothermal creep tests on silicon nitride tensile specimens are presented to demonstrate the effectiveness of the device. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep strain. =650 \0$aExtensometer. =650 \0$aTensile testing. =650 \0$aHigh temperature. =650 \0$aStrain measurement. =650 \0$aCeramics$vAnalysis. =650 14$aExtensometer. =650 24$aStrain measurement. =650 24$aCreep strain. =650 24$aTensile testing. =650 24$aHigh temperature. =700 1\$aDing, JL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11785J.htm =LDR 03234nab a2200577 i 4500 =001 JTE11776J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11776J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11776J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMakabe, C.,$eauthor. =245 12$aA Detection Method of Fatigue Crack Initiation by Analyzing Strain Waveform /$cC. Makabe, S. Nishida, H. Kaneshiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA detection method of fatigue crack initiation at some weak section of machine equipment during operation is examined using a partial-notched specimen. The waveform of the strain function composed of strains in the vicinity of the partial notch was observed successionally. It is found that such strain waveform changes its figure at the time when the crack length is 1 mm, due to the crack closure behavior. Therefore, in this experiment, the crack initiation could be detected when the crack length is about 1 mm. Since the engineering crack initiation size is frequently taken to be 1 mm, the present method of detecting crack initiation can be applied to real machine equipment. Also, this waveform was analyzed with FFT (Fast Fourier Transformation). Power spectrum density of the waveform varies immediately after the crack length reaches 1 mm. Furthermore, the figure of the coherence of two waveforms composed of the same strains clearly varies at the same crack length of 1 mm. Thus, it is thought that the engineering size crack initiation can be detected by the analysis of the strain waveform. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWaveform. =650 \0$aDetecting. =650 \0$aCrack initiation. =650 \0$aEngineering crack size. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue. =650 24$aDetecting. =650 24$aCrack initiation. =650 24$aEngineering crack size. =650 24$aStrain interference method. =650 24$aWaveform. =650 24$aFFT (Fast Fourier Transformation) =700 1\$aNishida, S.,$eauthor. =700 1\$aKaneshiro, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11776J.htm =LDR 03259nab a2200577 i 4500 =001 JTE11786J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11786J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11786J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aFwa, TF.,$eauthor. =245 10$aCompaction of Asphalt Mixtures for Laboratory Testing :$bEvaluation Based on Density Profile /$cTF. Fwa, BH. Low, SA. Tan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aCylindrical specimens are commonly used in laboratory testing of asphaltic paving mixtures. This paper describes a study that examined the influence of different compaction methods on the resulted density distributions of cylindrical specimens using a laboratory twin-probe nuclear density gage. Two common sizes of 102 mm (4 in.) cylindrical specimens, namely 64-mm (2.5-in.) high Marshall-size specimens, and 200-mm (7.87-in.) high triaxial test specimens, were considered in the test program. Four compaction methods were studied: drop-hammer compaction, kneading compactions, single-plunger compression, and double-plunger compression. In the case of 200-mm-tall specimens, the effect of compaction in layers was also examined. Test results show that, except for the kneading compaction method, the other three methods could all produce 64-mm-tall Marshall-size specimens of relatively uniform density distributions with density variation within 0.05 g/cm3. For 200-mm-tall specimens, only the double-plunger compression method was able to produce specimens with density distribution of similar uniformity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDensity profile. =650 \0$aAsphalt mixtures. =650 \0$aCompaction methods. =650 \0$aDensity measurement. =650 \0$aUnclear density gage. =650 \0$aCylindrical specimens. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aDensity measurement. =650 24$aDensity profile. =650 24$aUnclear density gage. =650 24$aAsphalt mixtures. =650 24$aCompaction methods. =650 24$aCylindrical specimens. =700 1\$aLow, BH.,$eauthor. =700 1\$aTan, SA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11786J.htm =LDR 02963nab a2200469 i 4500 =001 JTE11778J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11778J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11778J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aLiu, H.,$eauthor. =245 13$aAn Advanced Control Concept and Algorithm for Long-Term Data Acquisition in High-Temperature Fracture Mechanics Tests /$cH. Liu, B. Dogan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAn advanced control concept and algorithm are developed for real-time, computer-driven data acquisition and control in long-term high-temperature fracture mechanics tests. The control concept and algorithm provide a comprehensive and reliable solution for problem posed by data acquisition, reduction compression, and control during long-term measurements. A new software developed on the basis of the algorithm enables simultaneous data acquisition and control at multiple parallell-running testing machines in real-time. The data acquired using the software exhibit the statistic characteristics that are reasonable and acceptable for long-term fracture mechanics tests. The algorithm also makes it possible to run other programs parallel with ongoing data acquisition and control processes so that the capacity of the applied computer may be used more effectively. The structure of the software is designed in a user-oriented style so that users can readily apply it along with related measurement instruments and computer systems to perform data acquisition, processing, and control. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aData acquisition. =650 \0$aFracture mechanics tests. =650 \0$aFracture mechanics. =650 14$aData acquisition. =650 24$aControl concept and algorithm. =650 24$aFracture mechanics tests. =700 1\$aDogan, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11778J.htm =LDR 02341nab a2200493 i 4500 =001 JTE11790J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11790J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11790J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.U83 =082 04$a005.7$223 =100 1\$aMo, YL.,$eauthor. =245 10$aStatic Structural Integrity Monitoring System /$cYL. Mo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aUsing graphical user interface (GUI) and a database management system, the system described here monitors the structural integrity of industrial buildings. This paper examines the nature of GUI design as practiced in the computer industry and its suitability for application of monitoring structural integrity. The GUI design, database management, graphical editing, and implementation of the load monitoring system are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoad monitoring. =650 \0$aDatabase management. =650 \0$aStructural integrity. =650 \0$aGraphical user interfaces (Computer systems) =650 \0$aInterfaces graphiques (Informatique)$xDesign. =650 14$aLoad monitoring. =650 24$aGraphical user interface (GUI) =650 24$aDatabase management. =650 24$aStructural integrity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11790J.htm =LDR 03045nab a2200613 i 4500 =001 JTE11775J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11775J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11775J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aRinnovatore, JV.,$eauthor. =245 10$aEmbrittlement of an AISI 8640 Lower Bainite Steel /$cJV. Rinnovatore, KF. Lukens, J. Reinhold, W. Mahon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA study was performed to determine the cause of an abnormally low fracture toughness of an AISI 8640 resulfurized steel. The embrittlement effects of phosphorus and arsenic on this steel heat-treated to a lower bainitic structure were studied by employing fracture toughness tests, Charpy impact tests, X-ray fluorescent spectroscopy, and scanning electron microscopy (SEM). The results showed that the steel was embrittled by phosphorus at prior austenite gram boundaries in a manner similar to the tempered martensite embrittlement (TME) phenomenon. Arsenic is also believed to be involved in the embrittlement effect, specifically as related to producing a reduction in the upper shelf Charpy impact energy. Embrittlement was manifested by a reduced fracture toughness, an increase in the Charpy transition temperature, and intergranular fracture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArsenic. =650 \0$aBainite. =650 \0$aPhosphorus. =650 \0$aCharpy impact. =650 \0$aEmbrittlement. =650 \0$aFracture toughness. =650 \0$aTransition temperature. =650 \0$aFracture mechanics. =650 14$aEmbrittlement. =650 24$aFracture toughness. =650 24$aCharpy impact. =650 24$aTransition temperature. =650 24$a8640 alloy steel. =650 24$aPhosphorus. =650 24$aArsenic. =650 24$aBainite. =700 1\$aLukens, KF.,$eauthor. =700 1\$aReinhold, J.,$eauthor. =700 1\$aMahon, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11775J.htm =LDR 03364nab a2200577 i 4500 =001 JTE11783J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11783J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11783J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aRadford, DW.,$eauthor. =245 10$aMetallized Microballoon Filled Composite EMI Shielding Materials /$cDW. Radford, BC. Cheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe need for lightweight, formable materials that can conduct elasticity and shield against electromagnetic interference (EMI) is widespread. Applications ranging from modeled cases for terrestrial electronics to shielding systems for metallize can benefit from such tailorable, lightweight conductive materials. This paper explores the possibility of creating a new family of ultra-lightweight conductive shield materials using metallized microballoons as a conductive filler material. The conductive costings investigated include gold, silver, and aluminum on ceramic microballoons in an epoxy matrix. Factors influencing the electrical conductivity are discussed, and the shielding performance is tested using X-band microwave transmission measurements and anechoic shielding effectiveness testing. Variables available that have the potential to allow application specific tailoring of the shielding material are described. Initial findings are discussed and performance is related to the microballoon volume fraction and costing materials. Results indicate that shield densities significantly below 1.0 g/cm2 are possible, with electrical surface resistivities approaching these of common metals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicroballoons. =650 \0$aSystematic foam. =650 \0$aAnechoic chamber. =650 \0$aX-band microwave. =650 \0$aComposite masterials. =650 \0$aMetallized microballoons. =650 \0$aComposites. =650 14$aComposite masterials. =650 24$aMicroballoons. =650 24$aMetallized microballoons. =650 24$aMetallized bollow microspheres. =650 24$aSystematic foam. =650 24$aAnechoic chamber. =650 24$aElectromagnetic interference (EMI) shielding. =650 24$aX-band microwave. =700 1\$aCheng, BC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11783J.htm =LDR 02834nab a2200589 i 4500 =001 JTE11780J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11780J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11780J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aLittle, RE.,$eauthor. =245 10$aMean Stress Diagrams for Composites Generated Using a Modified Up-and-Down Test Methodology :$bPart I-Extensive Preliminary Data /$cRE. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aConstant-stress-amplitude axial-load fatigue tests were conducted to generate mean stress data for notched and unnotched specimens of a thermoplastic composite material with 40% (by weight) randomly oriented continuous-strand glass in a polypropylene matrix. Maximum likelihood point and interval estimates for the median fatigue strengths at 107 cycles were computed for four stress ratios R (-1.0, -0.2, +0.2, and +0.6) based on tests conducted following a modified small sample up-and-down methodology appropriate when extensive preliminary data are available to aid in test planning. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aUp-and-down testing. =650 \0$aMean stress diagrams. =650 \0$aMedian fatigue strength. =650 \0$aWorking stress diagrams. =650 \0$aAllowable stress diagrams. =650 \0$aMinimum variance strategy. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aMean stress diagrams. =650 24$aWorking stress diagrams. =650 24$aAllowable stress diagrams. =650 24$aFatigue. =650 24$aMedian fatigue strength. =650 24$aUp-and-down testing. =650 24$aMinimum variance strategy. =650 24$aComposites. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11780J.htm =LDR 03160nab a2200601 i 4500 =001 JTE11788J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11788J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11788J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1 =082 04$a620.6$223 =100 1\$aFortson, BH.,$eauthor. =245 10$aCharacterization of Hypervelocity Impact Debris :$bNaval Research Laboratory Tests /$cBH. Fortson, JE. Winter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aCharacterization of debris from hypervelocity impact events is an important prerequisite for analytical or empirical predictive modeling of those events. One feature of a useful model would be its ability to predict the characteristics of the debris cloud produced by the impact, and this feature cannot be evaluated without a body of test data with which to compare the analytical predictions. In the current effort, debris produced by hypervelocity impact experiments at the Naval Research Laboratory (NRL) is collected and described. An attempt is also made to construct a parametric model of the data in order to assess the effectiveness of this approach. A model based on a linear relationship is seen to perform well, while a parabolic relationship performs less well, and a bilinear relationship performs poorly. A lognormal distribution is seen to describe the debris more effectively them an exponential distribution. However, the performance of the exponential distribution is seen to improve when the very largest fragments are removed from consideration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpace. =650 \0$aDebris. =650 \0$aImpact. =650 \0$aSatellite. =650 \0$aStatistics. =650 \0$aHypervelocity. =650 \0$aLight gas gun. =650 \0$aCharacterization. =650 \0$alaboratory tests. =650 14$aImpact. =650 24$aDebris. =650 24$aCharacterization. =650 24$aStatistics. =650 24$aHypervelocity. =650 24$aSatellite. =650 24$aSpace. =650 24$aLight gas gun. =700 1\$aWinter, JE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11788J.htm =LDR 03805nab a2200577 i 4500 =001 JTE11779J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11779J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11779J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aPezzotti, G.,$eauthor. =245 10$aSome Microstructural Conditions for Evaluating Fracture Toughness and R-Curve Behavior in Platelet-Reinforced Composites /$cG. Pezzotti, K. Niihara, T. Nishida. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe validity of Kk determinations by various techniques usually employed and compared with each other is discussed in detail for two ceramic materials. They are a simple Si9N4 material fracturing with transgranular crack propagation and a Si9N4-25vol% SiC-platelet measured by four different methods: single-edge V-notched beam (SEVNB), single-edge precracked beam (SEPS), indentation fracture (IF), and chevron-notched beam (CNB). It is generally recognized that, in platelet composites, Kk values can be reliability obtained only by procedures adopting notched specimens in which the wake-zone of precracking is mechanically removed (SEVNB or renotched SEPB). In the present investigation the CNB method, in which the wake contribution to fracture resistance is generally small but not negligible, was also found to give stress-intensity factors at maximum load whose value was almost coincident with the KIc determined by SEVNB method. Using stereological concepts, fractographic observations, and acoustic emission (AE) experiments, the microstructural conditions for negligible wake-contribution during the subcritical stable crack extension in the CNB experiment were worked out and applied to rationalize the behavior of the present composite. Apparent toughness values markedly higher than the "true" Kk of the composite were measured both by the standard SEPB and IF method. Such a discrepancy is considered due, in the former case, mainly to traction forces between the precracked surfaces while, in the latter, to an insufficient account of the residual stress field associated with the indentation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilicon carbide. =650 \0$aSilicon nitride. =650 \0$aR-curve behavior. =650 \0$aFracture toughness. =650 \0$aPlatelet composites. =650 \0$aPrecracking methods. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aSilicon nitride. =650 24$aSilicon carbide. =650 24$aPlatelet composites. =650 24$aFracture toughness. =650 24$aR-curve behavior. =650 24$aPrecracking methods. =700 1\$aNiihara, K.,$eauthor. =700 1\$aNishida, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11779J.htm =LDR 02411nab a2200493 i 4500 =001 JTE11789J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11789J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11789J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5103.15 =082 04$a621.36/92$223 =100 1\$aMaher, MH.,$eauthor. =245 12$aA Fiber Optic Chemical Sensor for Measurement of Groundwater pH /$cMH. Maher, MR. Shahriari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA fiber optic chemical sensor was developed for measurement of pH in groundwater. The sensor consists of a porous polymeric film immobilized with pH indicator, housed in a porous probe. The optical spectral characteristics of the sensor showed very good sensitivity to changes in the pH levels tested when visible light (380 to 780 nm) was used. The sensor/probe system was tested in a laboratory environmental chamber and showed very-good stability and reversibility under various confining pressures and flow rates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPH sensor. =650 \0$aEnvironmental chamber. =650 \0$aGroundwater monitoring. =650 \0$aFiber optics. =650 14$aPH sensor. =650 24$aFiber optic chemical seanor. =650 24$aGroundwater monitoring. =650 24$aEnvironmental chamber. =700 1\$aShahriari, MR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11789J.htm =LDR 03467nab a2200529 i 4500 =001 JTE11782J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11782J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11782J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aRaju, PK.,$eauthor. =245 10$aCharacterization of Defects in Graphite Fiber Based Composite Structures Using the Acoustic Impact Technique (AIT) /$cPK. Raju, JR. Patel, UK. Vaidya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAcoustic Impact Technique (AIT), commonly known as "coin-tapping," has been applied by previous investigators as a nondestructive evaluation technique to study disbonds in composite honeycomb structures. The experimental configuration adopted by previous investigators was somewhat restricted. In this study, a different approach to AIT is developed. This was done to overcome the experimental constraints encountered in the previous approaches. This paper presents experimental results obtained in the evaluation of defects commonly found in graphite based composite structures, such as delamination, fiber breakage, and misaligned fibers. The experimental approach adopted in this work has two main features. Primarily, the force-time history of the specimen's response to a low magnitude input pulse in different regions of the specimen is compared. Secondly, an Acoustic Emission (AE) wide band sensor was used in conjunction with the conventional acoustic impact technique. The combination of the AE sensor and AIT enabled the study of the material interaction with stress waves generated in the vicinity of the tapped region. Gross defects such as delaminations were identified through the change in the pulse width of the force input, while defects such as fiber breakage and misaligned fibers were successfully identified using AIT in conjunction with AE. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustic emission (AE) =650 \0$aDefect characterization. =650 \0$aGraphite fiber composites. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aAcoustic impact technique (AIT) =650 24$aNondestructive evaluation (NDE) =650 24$aDefect characterization. =650 24$aGraphite fiber composites. =650 24$aAcoustic emission (AE) =700 1\$aPatel, JR.,$eauthor. =700 1\$aVaidya, UK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11782J.htm =LDR 02866nab a2200589 i 4500 =001 JTE11781J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11781J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11781J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aLittle, RE.,$eauthor. =245 10$aMean Stress Diagrams for Composites Generated Using a Modified Up-and-Down Test Methodology :$bPart II-Limited Preliminary Data /$cRE. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aConstant-stress-amplitude axial-load fatigue tests were conducted to generate mean stress data for notched and unnotched specimens of a compression molded thermoset composite material with 27% (by weight) randomly oriented 1.0-in.- (25.4-mm) long E-glass fibers in a (Phase Alpha) polyester matrix. Maximum likelihood point and interval estimates for median fatigue strengths at 107 cycles were computed for four stress ratios R (-1.0, -0.2, +0.2, and +0.6) based on tests conducted following a modified small sample up-and-down methodology appropriate when limited preliminary data are available to aid in test planning. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aUp-and-down testing. =650 \0$aMean stress diagrams. =650 \0$aMedian fatigue strength. =650 \0$aWorking stress diagrams. =650 \0$aAllowable stress diagrams. =650 \0$aMinimum variance strategy. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aMean stress diagrams. =650 24$aWorking stress diagrams. =650 24$aAllowable stress diagrams. =650 24$aFatigue. =650 24$aMedian fatigue strength. =650 24$aUp-and-down testing. =650 24$aMinimum variance strategy. =650 24$aComposites. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11781J.htm =LDR 02756nab a2200589 i 4500 =001 JTE11784J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11784J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11784J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aSeldén, R.,$eauthor. =245 10$aLifetime Predictions of uPVC Pipes from Short Time Tests /$cR. Seldén, PA. Gradin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aFracture mechanics tests according to British Standard 3505 have been made on two unplasticized polyvinyl chloride (uPVC) pressure pipes. The applied load was varied and time to failure was measured as a function of load. The results were fitted to an empirical power law, using the concepts of linear elastic fracture mechanics, relating crack growth rate, v, to the stress intensity factor, K1, according to v = A K?1, where , where A and ? are ? constants. The parameters A and ? were then applied to uPVC pipes provided with assumed Flaws of different sizes and shapes, and lifetime was calculated as a function of internal pressure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlaw size. =650 \0$aJ-integral. =650 \0$aFE-modeling. =650 \0$aPlastic pipes. =650 \0$aSlow crack growth. =650 \0$aLifetime prediction. =650 \0$aFracture mechanics. =650 14$aPlastic pipes. =650 24$aUnplasticized polyvinyl chloride (uPVC) =650 24$aFlaw size. =650 24$aSlow crack growth. =650 24$aLifetime prediction. =650 24$aFE-modeling. =650 24$aABAQUS. =650 24$aFracture mechanics. =650 24$aJ-integral. =700 1\$aGradin, PA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11784J.htm =LDR 02419nab a2200589 i 4500 =001 JTE11274J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11274J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11274J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV191.42.S85 =082 04$a917.504/44$223 =100 1\$aStern, EG.,$eauthor. =245 10$aField Testing Device for Railing Systems and Rails /$cEG. Stern. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aA simple, portable, field testing device is described that allows instantaneous determination of the static performance of installed railing systems and rails in order to ascertain whether they conform with applicable specifications and meet governing code requirements and agency regulations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRails. =650 \0$aTesting. =650 \0$aBuildings. =650 \0$aField testing. =650 \0$aRailing systems. =650 \0$aMetal fabrication. =650 \0$aPerformance evaluation. =650 \0$aOutdoor recreation$zLouisiana$xGuidebooks. =650 \0$aRails-trails$zMississippi$xGuidebooks. =650 \0$aBicycle touring$zGeorgia. =650 14$aBuildings. =650 24$aRailing systems. =650 24$aRails. =650 24$aMetal fabrication. =650 24$aTesting. =650 24$aField testing. =650 24$aPerformance evaluation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11274J.htm =LDR 02359nab a2200481 i 4500 =001 JTE11270J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11270J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11270J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB3060.8 =082 04$a371.26/0973$223 =100 1\$aBlickensderfer, R.,$eauthor. =245 12$aA Pin-on-Drum Abrasive Wear Test and Comparison with Other Pin Tests /$cR. Blickensderfer, G. Laird. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe Bureau of Mines, in its ongoing effort to combat the wear of mining and mineral processing equipment, has used several types of laboratory wear tests. Investigations into existing pin abrasive wear testing machines resulted in the construction of the Bureau's own pin-on-drum wear testing apparatus, incorporating the best features of the previous designs. Comparisons of pin diameters, loads, and other factors are made between the Bureau of Mines' pin-on-drum test and other pin abrasion tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aWear tests. =650 \0$aPin abrasion tests. =650 \0$aEducationaltestsand measurements$xInterpretation. =650 14$aWear. =650 24$aWear tests. =650 24$aPin abrasion tests. =700 1\$aLaird, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11270J.htm =LDR 02809nab a2200505 i 4500 =001 JTE11268J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11268J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11268J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA356 =082 04$a624.1/76$223 =100 1\$aPurushothaman, N.,$eauthor. =245 10$aExperimental Verification of a Finite Element Contact Analysis /$cN. Purushothaman, BS. Heaton, ID. Moore. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA three-dimensional viscoelastic finite element analysis fully described elsewhere was developed by the authors to study the skid resistance of road pavements. This paper describes an experimental procedure developed to verify the validity of the results predicted by the viscoelastic finite element analysis. Description is given of a variable speed pendulum to measure the skid resistance of pavement samples in the laboratory. The method used to measure the elastic and viscoelastic properties of the rubber is then outlined. From the comparison of measured values with the theoretical predictions it is concluded that the theory predicted the sliding friction of rubber reasonably well. This experimental procedure combined with the viscoelastic analysis can be used effectively to study the tire/pavement interaction problem. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSkid resistance. =650 \0$aFinite element analysis. =650 \0$aFiniteelementmethod. =650 \0$aVibration. =650 14$aFinite element analysis. =650 24$aSkid resistance. =650 24$aViscoelastic properties of rubber. =650 24$aVariable-speed pendulum friction tester. =700 1\$aHeaton, BS.,$eauthor. =700 1\$aMoore, ID.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11268J.htm =LDR 02600nab a2200577 i 4500 =001 JTE11275J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11275J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11275J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE662 =082 04$a666.893$223 =100 1\$aSu, ECM,$eauthor. =245 12$aA Fatigue Test Machine for Biaxial Compression of Concrete /$cECM Su, TTC Hsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA 980 kN (220 000 lb) capacity test machine has been developed to study the fatigue behavior of concrete under biaxial compression. It features a load bifurcation mechanism and brush-type loading platens. Concrete plates 15.2 by 15.2 by 3.8 cm (6 by 6 by 1.5 in.) can be tested with the two principal stress ratios ranging from 0 (uniaxial) to 1.0 (equal biaxial), and without edge frictional constraint. Deformations in the three principal directions can be measured continuously throughout a test using a capacitance-type measuring device. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aConcrete. =650 \0$aTest method. =650 \0$aBrush platens. =650 \0$aBiaxial stress. =650 \0$aDeformation measurement. =650 \0$aConcrete$xTesting. =650 \0$aPavements$xMaintenance and repair. =650 \0$aPatching. =650 14$aBiaxial stress. =650 24$aBrush platens. =650 24$aConcrete. =650 24$aDeformation measurement. =650 24$aFatigue. =650 24$aTest method. =700 1\$aHsu, TTC,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11275J.htm =LDR 03012nab a2200673 i 4500 =001 JTE11269J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11269J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11269J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC963.48 =082 04$a155.9/042$223 =100 1\$aSalivar, GC.,$eauthor. =245 10$aStatistical Design of Fatigue Crack Growth Test Programs /$cGC. Salivar, DW. Hoeppner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aAn experimental design method for determining statistically significant differences in fatigue crack growth rate data due to the influence of various test conditions (factors) is presented. This method is based on a completely randomized factorial design and a three-way classification Analysis of Variance (ANOVA) procedure. Although the example presented is for fatigue crack growth rate testing, this method is generic to any materials test program where comparisons of properties or behavior are made. The procedure allows decisions regarding these comparisons to be based on statistical tests of significance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFrequency. =650 \0$aEnvironment. =650 \0$aFactorial design. =650 \0$aPower-of-the-test. =650 \0$aAnalysis of variance. =650 \0$aFatigue crack growth. =650 \0$aLevel of significance. =650 \0$aTests of significance. =650 \0$aStatistical hypotheses. =650 \0$aStress intensity range. =650 \0$aStress. =650 \0$aWorkload. =650 \0$aJob stress. =650 14$aFatigue crack growth. =650 24$aStress intensity range. =650 24$aFrequency. =650 24$aEnvironment. =650 24$aFactorial design. =650 24$aAnalysis of variance. =650 24$aStatistical hypotheses. =650 24$aTests of significance. =650 24$aLevel of significance. =650 24$aPower-of-the-test. =700 1\$aHoeppner, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11269J.htm =LDR 02890nab a2200553 i 4500 =001 JTE11276J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11276J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11276J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a620.1/35$223 =100 1\$aWu, S-X,$eauthor. =245 10$aPlastic Rotation Factors of Three-Point Bend and Compact Tension Specimens /$cS-X Wu, Y-W Mai, B. Cotterell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aPlastic rotation factors (rp) for three-point bend and compact tension specimens were obtained for a range of normalized crack depths (a/W) from 0.25 to 0.88 and power law hardening materials. The theoretical slip-line field solutions were used for non-strain hardening materials (i.e., n = ?) and the Kumar-German-Shih finite element plastic displacement solutions for strain hardening materials (i.e., n < ?) in these rp calculations. For crack depth a/W = 0.50, the factors rp are approximately independent of strain hardening if n > 5 and are in reasonable agreement with those values recommended by ASTM Subcommittee E24.08 for calculation of crack tip opening displacements in these two types of specimens. For n <= 5 the error in rp becomes appreciably large. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlip-line. =650 \0$aStrain hardening. =650 \0$aPlastic rotation factor. =650 \0$aCompact tension specimen. =650 \0$aReinforced concrete. =650 \0$aCement composites$xMechanical properties. =650 14$aPlastic rotation factor. =650 24$aCrack tip opening displacement. =650 24$aSlip-line. =650 24$aThree-point bend specimen. =650 24$aCompact tension specimen. =650 24$aStrain hardening. =700 1\$aMai, Y-W,$eauthor. =700 1\$aCotterell, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11276J.htm =LDR 02466nab a2200517 i 4500 =001 JTE11272J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11272J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11272J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.5.B3 =082 04$a621.8672$223 =100 1\$aMintz, B.,$eauthor. =245 10$aStructure/Property Relationship for Normalized Pipe Flanges (Grade LF2) Made to ASTM Specification A 350/A 350M /$cB. Mintz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA nondestructive procedure has been developed using microstructural examination to predict the Charpy impact value at -46°C (-50°F) of installed normalized flanges (Grade LF2) made to ASTM Specification A 350/A 350M (minimum impact requirement of 20 J at -46°C). V-notch Charpy impact specimens were cut from a number of flanges and tested at -46°C. The absorbed energies were correlated with microstructural measurements obtained from the Charpy specimens resulting in the equation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNormalized. =650 \0$aForged flanges. =650 \0$aMicrostructure. =650 \0$aImpact properties. =650 \0$aPipefittings$xStandards. =650 \0$aPipeflanges$xStandards. =650 14$aForged flanges. =650 24$aImpact properties. =650 24$aNormalized. =650 24$aMicrostructure. =650 24$aASTM A 350/A 350M (Grade LF2) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11272J.htm =LDR 02710nab a2200565 i 4500 =001 JTE11271J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11271J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11271J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNA4120 =082 04$a721.04421$223 =100 1\$aWinslow, DN.,$eauthor. =245 10$aPredicting the Durability of Bricks /$cDN. Winslow, CL. Kilgour, RW. Crooks. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThe pore size distributions of approximately 80 bricks removed from walls of existing buildings were measured using mercury intrusion. These distributions were used to calculate a Durability Factor using the method of Maage. This Durability Factor was then correlated with the observed performance of the bricks on the buildings. It was found that all bricks with a Durability Factor greater than 70 exhibited no freeze/thaw durability problems. Further, with very few exceptions, all bricks with a Durability Factor less than 70 were suffering freeze/thaw failures. This technique is more accurate and faster for selecting potentially durable bricks than the current use of absorption measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBricks. =650 \0$aAbsorption. =650 \0$aDurability. =650 \0$aPore structure. =650 \0$aDurability testing. =650 \0$aBuilding, Brick. =650 \0$aBrickwork. =650 \0$aBriquetages. =650 14$aBricks. =650 24$aDurability. =650 24$aDurability testing. =650 24$aPore structure. =650 24$aAbsorption. =700 1\$aKilgour, CL.,$eauthor. =700 1\$aCrooks, RW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11271J.htm =LDR 01940nab a2200469 i 4500 =001 JTE11273J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11273J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11273J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHC110.C63 =082 04$a363.19$223 =100 1\$aShane, RS.,$eauthor. =245 10$aConsumer-Friendly Labels /$cRS. Shane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWe look at what should be on a label to maximize its utility to the consumer. The label is consumer-friendly if it advances the consumer's interests, can be trusted, and can be fully understood by the consumer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConsumer-friendly. =650 \0$aConsumerprotection. =650 \0$aLabels. =650 \0$aProduct safety. =650 14$aLabels. =650 24$aConsumer-friendly. =650 24$aASTM Committee F-15. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11273J.htm =LDR 03719nab a2200577 i 4500 =001 JTE11321J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11321J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11321J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD79.C4 =082 04$a543/.089$223 =100 1\$aMcNaney, JM.,$eauthor. =245 10$aElastic Compliance of the Compact Tension Specimen Comprising Two Linear-Elastic Materials Bonded with a Thin Layer /$cJM. McNaney, R. Havens, RO. Ritchie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aAlthough the compact-tension C(T) specimen is widely used in conventional fracture mechanics testing, its application to the fracture behavior of layered structures, in the assessment of the toughness and fatigue crack growth behavior of bimaterial interfaces, for example, has been limited due to problems in identifying the crack length. Accordingly, to provide a basis for crack-length monitoring in the sandwich C(T) specimen, comprising two materials bonded with a thin layer under linear-elastic conditions, the linear-elastic compliance based on back-face strain, crack-opening displacement and load-line displacement has been determined for a wide range of substrate/layer material combinations using finite-element analyses. Calculations for sandwich systems, with elastic moduli ratios varying from 0.2 to 5 and with joining layer thicknesses between 0.4 and 2% of the specimen width, show that for crack sizes between 0.25 to 0.75 of the specimen width, the compliance is significantly different from that of the bulk substrates, except when the layer is very thin and the modulus ratio approaches unity. It is concluded that crack-opening displacements are preferable for the monitoring and detection of interfacial and near-interfacial cracks in this specimen geometry, as the compliance based on these displacements is the least sensitive to errors from either measurement site or crack location. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance methods. =650 \0$aBack-face strain (BFS) =650 \0$aCrack-length monitoring. =650 \0$aCompact-tension geometry. =650 \0$aChromatography, Gas$xmethods. =650 \0$aChromatography, Liquid$xmethods. =650 \0$aChromatography,ThinLayer$xmethods. =650 14$aCompact-tension geometry. =650 24$aBimaterial "sandwich" specimen. =650 24$aCrack-length monitoring. =650 24$aCompliance methods. =650 24$aBack-face strain (BFS) =650 24$aCrack-opening displacement (COD) =650 24$aLoad-line displacement (LLD) =700 1\$aHavens, R.,$eauthor. =700 1\$aRitchie, RO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11321J.htm =LDR 03252nab a2200649 i 4500 =001 JTE11334J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11334J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11334J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ211.4 =082 04$a629.8/92$223 =100 1\$aWang, B.,$eauthor. =245 10$aKinematic Methods for Quantifying Loss of Balance While Negotiating a Curved Path on a Slippery Surface /$cB. Wang, A. Bhattacharya, A. Bagchee, W. Wang, PA. Succop. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aTen healthy industrial workers were recruited to perform a gait test for this study. The workers were required to negotiate straight and turning paths on dry and very slippery surfaces. Seven variables that quantify loss of balance during single stance were used to assess the potential of loss of balance when negotiating the different paths on slippery surfaces. These variables included measure of the distance of the whole body center of gravity (COG) deviated from the supporting base, slide distance, slide direction, and turning radius. Using these variables, it was possible to biomechanically conclude that negotiating a curved path on a slippery surface was the most difficult task, with the highest potential of loss of balance and fall. The direction most subjects' feet slid was 52 to 60° in the lateral direction. This study provides range of COF values in the lateral direction between the shoe-floor interface for preventing slip when negotiating a curved path. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlide. =650 \0$aBalance. =650 \0$aTurning. =650 \0$aForce platform. =650 \0$aSlippery surface. =650 \0$aKinematics. =650 14$aKinematics. =650 24$aGait. =650 24$aFall. =650 24$aCoefficient of friction. =650 24$aBalance. =650 24$aTurning. =650 24$aSlip. =650 24$aSlide. =650 24$aSlippery surface. =650 24$aPath. =650 24$aShoe. =650 24$aForce platform. =700 1\$aBhattacharya, A.,$eauthor. =700 1\$aBagchee, A.,$eauthor. =700 1\$aWang, W.,$eauthor. =700 1\$aSuccop, PA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11334J.htm =LDR 02781nab a2200553 i 4500 =001 JTE11327J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11327J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11327J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS250 =082 04$a671.8/23$223 =100 1\$aDi, S.,$eauthor. =245 10$aNeural Network Approach for Prediction of Wrinkling Limit in Square Metal Sheet Under Diagonal Tension /$cS. Di, PF. Thomson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aA method of predicting the onset of wrinkling in the Yoshida Buckling Test, devised to simulate the wrinkling behavior in press-forming of sheet metal, has been developed in the present work by using an artificial neural network. The influence of different network architectures, learning parameters, and material coefficients has been investigated. The neural network was trained using data obtained by finite element analysis. The effectiveness of a neural network as a tool for predicting wrinkling limits in sheet metal-forming is examined. It is found that the trained neural network is capable of covering a wide range of material properties and its prediction of nominal strain at the onset of wrinkling is in reasonable agreement with the analytical results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBuckling. =650 \0$aTraining. =650 \0$aWrinkling. =650 \0$aSheet metal. =650 \0$aNeural network. =650 \0$aForming processing. =650 \0$aSheet-metalwork. =650 14$aSheet metal. =650 24$aForming processing. =650 24$aWrinkling. =650 24$aBuckling. =650 24$aNeural network. =650 24$aTraining. =700 1\$aThomson, PF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11327J.htm =LDR 02383nab a2200529 i 4500 =001 JTE11324J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11324J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11324J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN752.T54 =082 04$a669/.96142$223 =100 1\$aBailey, WH.,$eauthor. =245 10$aExperimental Determination of the Cooling Curve for Production of Continuous-Cast Steel Billets /$cWH. Bailey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aTemperature measurements of 20-cm round, 10-m long, continuous-cast steel billets in the cooling stages of production were made using a contact thermocouple. Temperatures were measured from the time they reached the cross transfer on the cooling bed to a holding area across the street from the facility. A cooling curve derived from temperatures measured on the end of the billet was generated with the equation T = 467.29e-.0001t. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aCasting. =650 \0$aExperimental. =650 \0$aThermocouple. =650 \0$aCooling curve. =650 \0$aMetals$xThermomechanical treatment. =650 \0$aSteel$xMetallurgy. =650 14$aCooling curve. =650 24$aThermocouple. =650 24$aCasting. =650 24$aSteel. =650 24$aExperimental. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11324J.htm =LDR 03101nab a2200577 i 4500 =001 JTE11322J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11322J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11322J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620/.0044$223 =100 1\$aMcDonald, BJ.,$eauthor. =245 10$aCalibrating Instrument Readings Using a Bivariate Confidence Interval /$cBJ. McDonald, JJ. Trautner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA method of calibration that establishes a new bound of confidence for instrument measurements is derived and applied. This bound is named the McDonald-Trautner Interval (MTI). The derivation of the MTI incorporates the bivariate probability distributions of each data point conventionally used to form a regression line. A statistically significant number of parameter measurements on a sample must be made by both the instrument being calibrated and the calibrating medium. When calibration is based solely on regression analysis, the calibrating medium is assumed to be 100% reliable. The MTI includes the variability of the medium. The method is demonstrated on the calibration of a heavy metal detector. The calibrating medium is a chemical process. Compared to the conditional standard deviation bounds of linear regression, it is found that the MTI is a simple means to obtain a more statistically rigorous calibration procedure and is a better indication of the expected value of a variable. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStatistics. =650 \0$aCalibration. =650 \0$aProbability. =650 \0$aReliability. =650 \0$aConfidence interval. =650 \0$aRegression analysis. =650 \0$aMeasurement. =650 \0$aQuality assurance. =650 14$aRegression analysis. =650 24$aCalibration. =650 24$aProbability. =650 24$aStatistics. =650 24$aConfidence interval. =650 24$aBivariate confidence intervals. =650 24$aReliability. =700 1\$aTrautner, JJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11322J.htm =LDR 02816nab a2200517 i 4500 =001 JTE11333J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11333J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11333J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ175 =082 04$a501$223 =100 1\$aDravitzki, VK.,$eauthor. =245 14$aThe Use of the Tortus and the Pendulum with the 4S Rubber for the Assessment of Slip Resistance in the Laboratory and the Field /$cVK. Dravitzki, SM. Potter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis study was undertaken to meet a need in New Zealand about five years ago. Earlier an increased use of ceramic tiling and polished natural stones within buildings and on adjacent pavements highlighted what was an existing problem of frequent use of low slip resistance materials for pedestrian areas. A national standard, NZS 5841 "Code of Practice for the Reduction of Slip Hazard—Part 1, Guidelines...", had been prepared. However, because it was qualitative rather than quantitative in approach, its application was limited. Building regulators wished to have a standard with minimal criteria and appropriate test methods so they could enforce minimum requirements, and there was some support for this approach from architects and materials suppliers. There was, however, uncertainty as to the appropriate test method and, consequently, of the minimum criteria. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlope. =650 \0$aTortus. =650 \0$aSlip resistance. =650 \0$aPendulum. =650 14$aTortus. =650 24$aPendulum. =650 24$aSlip resistance. =650 24$aCoefficient of friction. =650 24$aSlope. =650 24$a4S rubber. =700 1\$aPotter, SM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11333J.htm =LDR 04373nab a2200625 i 4500 =001 JTE11335J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11335J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11335J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF241 =082 04$a612.84$223 =100 1\$aWaked, E.,$eauthor. =245 14$aThe Effect of Footwear Midsole Hardness and Thickness on Proprioception and Stability in Older Men /$cE. Waked, S. Robbins, J. McClaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aSupport surface interface (footwear, flooring systems, etc), thickness, and hardness strongly influence stability in men of all ages. We hypothesize interfaces influence stability through their effect on proprioception. We tested this by means of an experiment based on a randomized, cross-over, and controlled comparison design. Footwear midsole hardness and thickness were independent variables. Dependent variables were foot position and perception of foot position, measured concurrently. Thirteen subjects were a random sample of healthy older men (mean age 72 years, sd ± 4.50). They were tested barefoot using six support surface interfaces consisting of shoes that were identical, except for midsole hardness and thickness, that spanned the respective ranges in current footwear. Measures were balance failure frequency defined as falls per 100 m of beam walking, rearfoot angle measured via an optical position measurement system, perceived maximum supination estimated by subjects via a ratio scale when walking, and foot position error, defined as rearfoot angle minus perceived maximum supination. The results demonstrated: (1) foot position awareness was positively related to stability; (2) foot position error was negatively related to support surface interface thickness; (3) foot position error was positively related to support surface interface hardness; and (4) foot position error correlated best with maximum supination. We conclude that instability induced by support surface interfaces is caused by its effect on foot position awareness. Thin hard-soled shoes provide superior stability for older men. Most currently available footwear provides poor stability because soles are too soft and thick. Since suboptimal support surface interfaces are encountered by everyone daily, they represent substantial safety hazards. Likewise, improving this situation through setting stability safety standards is a promising means of improving public safety. At the very least, the public must be informed about products imparting suboptimal stability so that they can anticipate potential problems and compensate for them without falling. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFalls. =650 \0$aBalance. =650 \0$aElderly. =650 \0$aFootwear. =650 \0$aStability. =650 \0$aProprioception. =650 \0$aKinesthetic sense. =650 \0$aFoot position awareness. =650 \0$aKinesthetic Sense/ Motion Sense. =650 \0$aVision. =650 14$aProprioception. =650 24$aFoot position awareness. =650 24$aKinesthetic sense. =650 24$aBalance. =650 24$aStability. =650 24$aFootwear. =650 24$aFalls. =650 24$aElderly. =700 1\$aRobbins, S.,$eauthor. =700 1\$aMcClaran, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11335J.htm =LDR 02319nab a2200505 i 4500 =001 JTE11325J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11325J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11325J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7895.G36 =082 04$a621.395$223 =100 1\$aAissi, C.,$eauthor. =245 10$aTesting and Design of CMOS D-Latches /$cC. Aissi, J. Olaniyan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe CMOS D-latch is an important block in the design of sequential circuits. Thus, a new fully testable CMOS D-latch (FTD) is proposed. A comprehensive test set that includes possible physical failures is developed. This test set is then applied to the FTD. The cost of implementation, analysis, and simulation of the FTD are all presented. Application of the FTD-latch to build a polarity-hold shift register is shown. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTransistor. =650 \0$aDigital circuits. =650 \0$aField programmable gate arrays. =650 \0$aProgrammable logic devices. =650 \0$aIntegratedcircuits. =650 14$aCMOS D-latch. =650 24$aDigital circuits. =650 24$aFully testable D-latch (FTD) =650 24$aTransistor. =700 1\$aOlaniyan, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11325J.htm =LDR 02168nab a2200529 i 4500 =001 JTE11332J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11332J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11332J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.72 =082 04$a620.1/1292$223 =100 1\$aMarpet, MI.,$eauthor. =245 10$aComparison of Walkway Safety Tribometers :$bPart Two /$cMI. Marpet, DH. Fleischer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aFall accidents generate large injury, morbidity, and mortality costs. Many falls are caused by pedestrian slips, which are in turn a result of one or a combination of factors: pedestrian, walkway surface, footwear, or environmental. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTribometer. =650 \0$aForce plate. =650 \0$aWalkway safety. =650 \0$aSlip resistance. =650 \0$aTesting. =650 \0$aFriction. =650 14$aCoefficient of friction. =650 24$aSlip resistance. =650 24$aForce plate. =650 24$aTribometer. =650 24$aWalkway safety. =700 1\$aFleischer, DH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11332J.htm =LDR 02474nab a2200421 i 4500 =001 JTE11331J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11331J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11331J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA368 =082 04$a620/.004$223 =100 1\$aSacher, A.,$eauthor. =245 10$aInternational Symposium on Slip Resistance :$bThe Interface of Man, Footwear, and Walking Surfaces /$cA. Sacher, JM. Ownes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe final four papers of this issue were presented at the International Symposium on Slip Resistance: The Interaction of Man, Footwear, and Walking Surfaces, which was covered in part in the November 1996 issue of this journal. Held 30-31 October 1995 at the National Institute of Standards and Technology (NIST) in Gaithersburg, MD, the symposium was sponsored by Committee D 21 on Polishes and Subcommittee D 21.06 on Slip Resistance. This symposium represents the culmination of research initiated in the 1950s to determine the coefficient of friction of polished walkway surfaces. Extensive laboratory and field studies of methods and apparatus led to the development of the ASTM Test Method for Static Coefficient of Friction of Polish-Coated Floor Surfaces as Measured by the James Machine. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResearch. =650 \0$aScience. =700 1\$aOwnes, JM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11331J.htm =LDR 03021nab a2200601 i 4500 =001 JTE11320J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11320J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11320J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1118.F5 =082 04$a668/.3$223 =100 1\$aMiyagi, Z.,$eauthor. =245 10$aAnalysis of Plowing and Adhesive Effects in the Rolling Ball Tack Method for Pressure Sensitive Adhesives /$cZ. Miyagi, N. Yamada, N. Urahama, K. Yamamoto. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aAn analysis of the motion of a ball rolling on a pressure sensitive adhesive tape at a constant velocity was carried out theoretically and experimentally. In the experimental analysis, a rotary drum tack tester and a spherical probe tack tester were developed to quantitatively analyze rolling ball tack. Applying the results obtained by the two testers, actual adhesive and plowing moments and impressive moment were determined independently as a function of the rolling velocity of 11.1 mm (14/32 in.) diameter steel balls. The most important results were that the impressive force acting between the ball and the adhesive was far greater than the gravitational force due to the mass of the rolling ball and that the plowing moment played an important role in rolling resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuick stick. =650 \0$aPlowing moment. =650 \0$aAdhesive moment. =650 \0$aRolling ball tack. =650 \0$aTotal adhesive moment. =650 \0$aAdhesive labels. =650 \0$aAdhesive tape. =650 \0$aPaper coatings. =650 14$aPressure sensitive adhesive. =650 24$aRolling ball tack. =650 24$aAdhesive moment. =650 24$aPlowing moment. =650 24$aTotal adhesive moment. =650 24$aANOVA. =650 24$aQuick stick. =700 1\$aYamada, N.,$eauthor. =700 1\$aUrahama, N.,$eauthor. =700 1\$aYamamoto, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11320J.htm =LDR 03840nab a2200589 i 4500 =001 JTE11319J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11319J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11319J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC321 =082 04$a621.402/2$223 =100 1\$aTan, S-A,$eauthor. =245 10$aDetermination of Thermal Properties of Pavement Materials and Unbound Aggregates by Transient Heat Conduction /$cS-A Tan, T-F Fwa, C-T Chuai, B-H Low. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA laboratory procedure for determining the thermal conductivity (k) and diffusivity (?) of pavement materials and unbounded aggregate beds by means of a transient heat conduction experiment is described. It is first established that the plane-wall theory of heat conduction can be applied to a finite-slab problem provided that the thickness-to-width ratio is kept within 0.2. The procedure is to obtain the k and ? values that would match the theoretical temperature-time history response with the measured response. An analytical curve-fitting technique is used to match the inflection points of the measured to the theoretical temperature-?t curves. The heat experiment is conducted in a controlled convection oven with parallel air flow at constant velocity over a horizontal test specimen bed. This allows for the testing of unbounded aggregate beds made into a slab by placement of aggregates in an insulated polystyrene box that fits into the base of the oven. The test method is first validated by comparing steady-state heat conduction results with the transient test predictions of k for a solid acrylic slab, two bituminous slabs, and four concrete slabs, with good agreement in the values of k determined by both methods. For the unbounded aggregates, it is observed that there is trend of decreasing values of k and ?, with increase in particle size. Also, wet aggregates exhibit higher thermal conductive properties than dry aggregate beds. The test method will be useful for obtaining thermal properties of pavement materials to allow for thermal analysis in pavement layers subjected to solar heating. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement materials. =650 \0$aThermal diffusivity. =650 \0$aThin slab specimens. =650 \0$aThermal conductivity. =650 \0$aUnbounded aggregates. =650 \0$aHeat$xConduction. =650 \0$aPhysique. =650 \0$aCalor. =650 14$aTransient heat conduction. =650 24$aThermal conductivity. =650 24$aThermal diffusivity. =650 24$aThin slab specimens. =650 24$aPavement materials. =650 24$aUnbounded aggregates. =700 1\$aFwa, T-F,$eauthor. =700 1\$aChuai, C-T,$eauthor. =700 1\$aLow, B-H,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11319J.htm =LDR 02958nab a2200565 i 4500 =001 JTE11323J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11323J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11323J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a620.192$223 =100 1\$aHua, CY.,$eauthor. =245 10$aEddy Current Decay Resistivity Measurements Using a Digital Voltmeter /$cCY. Hua, LC. McDonald, KT. Hartwig. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA digital voltmeter is shown to successfully capture the voltage decay signal during eddy current decay (ECD) measurements at cryogenic temperatures on low-resistivity specimens. The use of a voltmeter simplifies ECD measurements, typically made using a digital oscilloscope. An added benefit of using a voltmeter is that under certain circumstances, measurement precision exceeds that which is normally obtained with a preamplifier-digital oscilloscope combination. Results indicate that the best combination of instruments for capturing extremely weak signals (i.e., those with long exponential time constants) is a preamplifier-voltmeter configuration. Results of a comparative study using a preamplifier-digital oscilloscope configuration, a digital voltmeter alone and a preamplifier-digital voltmeter arrangement are presented and discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCryogenic. =650 \0$aResistivity. =650 \0$aTime constant. =650 \0$aDigital voltmeter. =650 \0$aEddy current decay. =650 \0$aPolymers$xThermal properties. =650 \0$aLow temperature engineering. =650 \0$aMaterials at low temperatures. =650 14$aCryogenic. =650 24$aDigital voltmeter. =650 24$aEddy current decay. =650 24$aResistivity. =650 24$aTime constant. =700 1\$aMcDonald, LC.,$eauthor. =700 1\$aHartwig, KT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11323J.htm =LDR 03764nab a2200565 i 4500 =001 JTE11318J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11318J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11318J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPS3566.E7717 =082 04$a813/.54$223 =100 1\$aHuang, W.,$eauthor. =245 10$aUltrasonic Characterization of Interphasial Properties in Sapphire/Haynes 214 Composites /$cW. Huang, YC. Chu, SI. Rokhlin, PK. Wright. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper reports ultrasonic measurements of elastic properties of Haynes 214 metal matrix composites reinforced with sapphire fibers. The focus of this work is on the effects of the fibermatrix interphases on the composite moduli. Four groups of samples were prepared using fibers with different coatings (including one with no coating). There are two samples in each group: one subjected to one thermal cycle at 1200°C and the other a failed tensile sample tested in transverse-to-fiber direction. Ultrasonic velocity measurements were performed for different wave propagation directions in two incident planes: parallel and perpendicular to the fibers. The velocity data were used to find the elastic constants of the composite. Due to excess matrix material near the sample surface, a matrix/composite layer/matrix laminate model was used to determine the composite layer moduli. A micromechanical model was developed to estimate the interphasial effective elastic moduli from the composite moduli. The transverse moduli of the composite and the fiber are obtained using an averaging scheme to account for material anisotropy in the transverse plane. It was found that for the thermally cycled samples the interphasial moduli are quite similar among different sample groups. However, for the fractured samples the effective interphasial moduli of one group were extremely low, indicating debonding of the interphases before failure, whereas the interphasial moduli of other groups did not significantly differ from those of the thermally cycled samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComposite materials. =650 \0$aMicromechanical models. =650 \0$aFiber-matrix interphases. =650 \0$aFamily secrets. =650 \0$aMine accidents. =650 \0$aWidows. =650 14$aComposite materials. =650 24$aFiber-matrix interphases. =650 24$aUltrasonic velocity method. =650 24$aDetermination of composite and interphase moduli. =650 24$aMicromechanical models. =650 24$aFracture and thermal cycling. =700 1\$aChu, YC.,$eauthor. =700 1\$aRokhlin, SI.,$eauthor. =700 1\$aWright, PK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11318J.htm =LDR 02687nab a2200589 i 4500 =001 JTE11326J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11326J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11326J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA478 =082 04$a620.1/7/23$223 =100 1\$aShi, H.,$eauthor. =245 10$aHot Plane Strain Compression Testing of Aluminum Alloys /$cH. Shi, AJ. McLaren, CM. Sellars, R. Shahani, R. Bolingbroke. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aPlane strain compression is a versatile laboratory testing method for simulating industrial hot working operations such as plate and strip rolling. The deformation can be closely controlled to the required conditions of temperature and strain rate, and high strains can be achieved without instability. However, for accurate determination of flow stress, care must be taken with experimental procedure and the interpretation of the measured force-displacement data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFriction. =650 \0$aHot strength. =650 \0$aHeat transfer. =650 \0$aAluminum alloys. =650 \0$aPlane strain compression. =650 \0$aAluminum alloys$xStress corrosion. =650 \0$aSteel alloys$xStress corrosion. =650 \0$aTitanium alloys$xStress corrosion. =650 14$aHot strength. =650 24$aPlane strain compression. =650 24$aFriction. =650 24$aHeat transfer. =650 24$aAluminum alloys. =700 1\$aMcLaren, AJ.,$eauthor. =700 1\$aSellars, CM.,$eauthor. =700 1\$aShahani, R.,$eauthor. =700 1\$aBolingbroke, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11326J.htm =LDR 02616nab a2200577 i 4500 =001 JTE11330J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11330J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11330J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD523.2 =082 04$a628.4/4566$223 =100 1\$aEpps, HH.,$eauthor. =245 14$aThe Relationship Between Porosity and Air Permeability of Woven Textile Fabrics /$cHH. Epps, KK. Leonas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aBased on a comprehensive review of the literature on textile fabric porosity, air permeability, and related research on fabric geometry, a study of the relationships between air permeability measurements and fabric pore size was undertaken using liquid porosimetry. Experiments were conducted on ten woven textile fabrics. Air permeability was most highly correlated with minimum pore size, but was also significantly correlated with mean flow pore size measurements and with calculated values of theoretical porosity and fabric cover factor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPore size. =650 \0$aPorometer. =650 \0$aTextile fabrics. =650 \0$aAir permeability. =650 \0$aFabric structure. =650 \0$aLiquid porosimetry. =650 \0$aPorosity. =650 \0$aGeology. =650 14$aAir permeability. =650 24$aLiquid porosimetry. =650 24$aPorosity. =650 24$aPore size. =650 24$aPorometer. =650 24$aFabric structure. =650 24$aTextile fabrics. =700 1\$aLeonas, KK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11330J.htm =LDR 02953nab a2200649 i 4500 =001 JTE11329J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11329J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11329J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRM721 =082 04$a615/.82$223 =100 1\$aMcNitt, AS.,$eauthor. =245 10$aDevelopment and Evaluation of a Method to Measure Traction on Turfgrass Surfaces /$cAS. McNitt, RO. Middour, DV. Waddington. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aTraction, as it relates to field quality, involves the athlete, studded footwear, and the turf. Traction involves two types of forces: those acting in a vertical manner that compress the turf and those that act horizontally and produce a shearing or tearing effect on the turf. The objectives of this research were to develop and evaluate an apparatus to measure the horizontal forces associated with traction, compare this apparatus with other devices routinely used to quantify traction, and examine how different turfgrass stand characteristics combine to influence traction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShoes. =650 \0$aTurfgrass. =650 \0$aSports fields. =650 \0$aCutting height. =650 \0$aPlaying fields. =650 \0$aSports injuries. =650 \0$aAthletic footwear. =650 \0$aTraction. =650 14$aPlaying fields. =650 24$aTraction. =650 24$aSports fields. =650 24$aSports injuries. =650 24$aTurfgrass. =650 24$aAthletic footwear. =650 24$aShoes. =650 24$aCutting height. =650 24$aKentucky bluegrass (Poa pratensis L.) =650 24$aPerennial ryegrass (Lolium perenne L.) =650 24$aCreeping red fescue (Festuca rubra L.) =650 24$aTall fescue (Festuca arundinacea Schreb.) =700 1\$aMiddour, RO.,$eauthor. =700 1\$aWaddington, DV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11329J.htm =LDR 03627nab a2200517 i 4500 =001 JTE11328J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11328J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11328J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aHaynes, MJ.,$eauthor. =245 10$aHigh Resolution R-Curve Characterization of the Fracture Toughness of Thin Sheet Aluminum Alloys /$cMJ. Haynes, RP. Gangloff. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThe plane-strain initiation fracture toughness and plane-stress stable crack growth resistance were determined with a single small compact tension (C(T)) specimen for each of three precipitation hardened aluminum alloy sheets (AA2024-T3, AA2519-T87 (+Mg+Ag), and AA2650-T6). Crack length was monitored precisely with direct current potential difference (DCPD) measurements, and specimen plasticity was accounted for with the J-integral. The DCPD technique resolves a small amount of crack-tip process-zone damage (?20 µm) that constitutes crack initiation under plane-strain constraint. Two measures of initiation toughness are calculated: the elastic-plastic fracture toughness detected by DCPD (JICi, KJICi) and the toughness based on ASTM Standard E 813 () and the toughness based on ASTM Standard E 813 (JIC, KJIC). High resolution of fracture initiation is necessary to obtain a lower bound initiation toughness,). High resolution of fracture initiation is necessary to obtain a lower bound initiation toughness, KJICi, because plane-strain constraint is present ahead of the fatigue precrack but is rapidly lost with crack extension in thin sheet. KJIC overestimates toughness due to constraint loss coupled with the offset blunting line definition of fracture initiation. The J-integral/DCPD method provides a reproducible measure of the plane-stress linear-elastic resistance curve (KJ - ?a) that compares reasonably to R-curves determined for large middle-cracked tension specimens. The small specimen method is effective for studies pertaining to alloy development, environmental effects, and fracture mechanisms. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-curve. =650 \0$aAluminum alloys. =650 \0$aThickness effect. =650 \0$aAluminumalloys. =650 \0$aMetals$xHeat treatment. =650 14$aInitiation fracture toughness. =650 24$aR-curve. =650 24$aThickness effect. =650 24$aDirect current potential difference method. =650 24$aAluminum alloys. =700 1\$aGangloff, RP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11328J.htm =LDR 02500nab a2200565 i 4500 =001 JTE10526J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10526J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10526J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.2 =082 04$a620.1/3733$223 =100 1\$aBrodrick, RF.,$eauthor. =245 10$aElevated Temperature Fatigue of Aluminum Alloy 5454 [Addendum to "Low Cycle Fatigue of Aluminum Alloys"] /$cRF. Brodrick. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aFatigue data for aluminum alloy 5454 in the annealed condition and in the half-hard and stabilized condition, at a test temperature of 300°F (149°C), are given. These data are developed from load-controlled tests and cover the cyclic life region from about 1 x 105 to 2 x 106. The data supplement previously presented data from strain-controlled tests covering the cyclic life region below 1 x 104 cycles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aAluminum. =650 \0$aFatigue life. =650 \0$aFatigue tests. =650 \0$aFatigue (materials) =650 \0$aPlastic properties. =650 \0$aReinforced concrete$xPlastic properties. =650 \0$aElastic properties. =650 14$aFatigue (materials) =650 24$aFatigue life. =650 24$aFatigue tests. =650 24$aPlastic properties. =650 24$aElastic properties. =650 24$aStrains. =650 24$aAluminum. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10526J.htm =LDR 02399nab a2200541 i 4500 =001 JTE10518J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10518J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10518J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN697.A47 =082 04$a669.722$223 =100 1\$aBianchetti, R.,$eauthor. =245 10$aOrigin of Burst-Type Acoustic Emission in Unflawed 7075-T6 Aluminum /$cR. Bianchetti, MA. Hamstad, AK. Mukherjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aTensile tests were used to study the acoustic emission from several 7075-T6 aluminum plates. Specimens from one plate produced a large burst-type emission in addition to the continuous emission. Metallographic and fracture surface studies indicated that the burst-type emission resulted from the brittle fracture of large (20 to 60 ?m) primary inclusions in the microstructure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aTension tests. =650 \0$aAcoustic emission. =650 \0$aInclusion particles. =650 \0$aAlumina. =650 \0$aAluminum alloys. =650 \0$aAluminum$xMetallurgy. =650 14$aAcoustic emission. =650 24$aAluminum. =650 24$aTension tests. =650 24$aInclusion particles. =700 1\$aHamstad, MA.,$eauthor. =700 1\$aMukherjee, AK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10518J.htm =LDR 02550nab a2200565 i 4500 =001 JTE10524J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10524J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10524J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.T54 =082 04$a669/.7322$223 =100 1\$aChait, R.,$eauthor. =245 10$aStrength and Toughness of a Metastable Beta-Titanium Alloy as Influenced by Strain Rate Variations /$cR. Chait. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aStrain rate effects for the high strength, metastable beta-titanium alloy Ti-8Mo-8V-2Fe-3Al are assessed in terms of tensile and fracture toughness behavior. It is shown that as the strain rate increases the yield strength, ultimate tensile strength, and ductility also increase. As a result of the decrease in the amount of intergranular fracture as the strain rate is increased, the dynamic fracture toughness values KId are greater than those obtained under static conditions as given by KQ. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain rate. =650 \0$aFractography. =650 \0$aHigh strength. =650 \0$aStatic strain rate. =650 \0$aDynamic strain rate. =650 \0$aTitanium alloys. =650 \0$aToughness. =650 \0$aTitanium. =650 14$aTitanium alloys. =650 24$aStrain rate. =650 24$aToughness. =650 24$aFractography. =650 24$aDynamic strain rate. =650 24$aStatic strain rate. =650 24$aHigh strength. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10524J.htm =LDR 02948nab a2200601 i 4500 =001 JTE10517J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10517J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10517J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a625.7/32$223 =100 1\$aRoberts, FL.,$eauthor. =245 13$aAn Evaluation of a Proposed Test Method for Determining the Maximum Dry Density of Dense Graded Aggregate /$cFL. Roberts. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aA unique compaction test method similar to ASTM Test for Moisture-Density Relations of Soils, Using 10-lb (4.5-kg) Rammer and 18-in. (457-mm) Drop (D 1557-70) was developed and evaluated in the course of a National Cooperative Highway Research Program study of density standards for field compaction of granular base and subbases conducted at Clemson University. The new test method, called the Marshall Hammer Compaction Test, utilizes a standard 1/30 ft3 (944.64 cm3) mold as specified in ASTM Test D 1557-70, Method C, but the 10-lb (4.53-kg) Marshall hammer is substituted for the 10-lb (4.53-kg) Proctor hammer. Also, forty blows for each of the five layers are used to provide a total compaction effort of 90 000 ft-lbs/ft3 (4362.6 kN.m/m3) for the new test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregates. =650 \0$aCompacting. =650 \0$aDegradation. =650 \0$aTarget density. =650 \0$aMarshall hammer. =650 \0$aTest pit density. =650 \0$aDensity (mass/volume) =650 \0$aDry density. =650 \0$aMoisture content. =650 \0$aMeasuring instruments. =650 14$aCompacting. =650 24$aAggregates. =650 24$aDensity (mass/volume) =650 24$aLaboratory compaction test. =650 24$aMarshall hammer. =650 24$aTest pit density. =650 24$aDegradation. =650 24$aTarget density. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10517J.htm =LDR 03251nab a2200685 i 4500 =001 JTE10522J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10522J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10522J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aKalousek, GL.,$eauthor. =245 10$aPast, Present, and Potential Developments of Sulfate-Resisting Concretes /$cGL. Kalousek, LC. Porter, EM. Harboe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe relations between computed or measured C3A contents and sulfate deterioration of concrete and the modifying effects of C4AF on these relations are discussed. The poor performances of some high quality sulfate-resisting mortars and concretes and the anomalous effects of porosities of cement pastes are considered. Research indicates that the life expectancy of pozzolan concretes relates more to the kind of pozzolan than to limitations on amounts of C3A and C4AF of Types II and V cements. Future specifications should consider interrelations of pozzolan quality, W/C ratio, and rigorously defined porosity as primary factors in sulfate attack on concretes. Results showed that Type II and Type V cements used with the same pozzolans were equally effective in resisting sulfate attack. Present hypotheses on the effects of C4AF on sulfate attack or prevention of attack are not sufficiently developed for practical use. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClays. =650 \0$aPumice. =650 \0$aShales. =650 \0$aFly ash. =650 \0$aPorosity. =650 \0$aConcretes. =650 \0$aPozzolans. =650 \0$aSulfate salts. =650 \0$aEvaluation tests. =650 \0$aPortland cements. =650 \0$aBinders (Materials) =650 \0$aPavements, Asphalt$xAdditives. =650 14$aBinders (materials) =650 24$aClays. =650 24$aConcretes. =650 24$aEvaluation tests. =650 24$aFly ash. =650 24$aPortland cements. =650 24$aPorosity. =650 24$aPozzolans. =650 24$aPumice. =650 24$aShales. =650 24$aSulfate salts. =700 1\$aPorter, LC.,$eauthor. =700 1\$aHarboe, EM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10522J.htm =LDR 02747nab a2200601 i 4500 =001 JTE10523J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10523J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10523J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.A4 =082 04$a546/.6732$223 =100 1\$aBlank, HR.,$eauthor. =245 10$aRed Mud from Alumina Plants as a Possible Source of Synthetic Aggregate /$cHR. Blank. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aRed mud, from an alumina plant at Point Comfort, Texas, molded into balls and heated in a muffle furnace to 2300 to 2400°F (1260 to 1316°C), partially crystallizes and forms a strong, heavy, synthetic aggregate. Attempts to produce a lightweight aggregate by adding small amounts of gas-forming materials to the red mud before heating were unsuccessful. The additives used and the products formed are described. Apparently the red mud does not soften until heated to nearly 2400°F. Gases given off at lower temperatures either blow the aggregates apart or escape through cracks without expanding the mass. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBauxite. =650 \0$aRed mud. =650 \0$aAggregates. =650 \0$aBayer process. =650 \0$aAluminum oxide. =650 \0$aBy-product uses. =650 \0$aSynthetic aggregates. =650 \0$aAluminum. =650 \0$aAluminum oxide$xSurfaces$xSimulation methods. =650 \0$aIndustrial wastes. =650 14$aAggregates. =650 24$aAluminum oxide. =650 24$aBauxite. =650 24$aBayer process. =650 24$aBy-product uses. =650 24$aIndustrial wastes. =650 24$aRed mud. =650 24$aSynthetic aggregates. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10523J.htm =LDR 02769nab a2200565 i 4500 =001 JTE10520J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10520J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10520J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC963.48 =082 04$a155.9/042$223 =100 1\$aOstergren, WJ.,$eauthor. =245 12$aA Damage Function and Associated Failure Equations for Predicting Hold Time and Frequency Effects in Elevated Temperature, Low Cycle Fatigue /$cWJ. Ostergren. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aA new approach is developed for predicting strain-controlled, low cycle fatigue life at elevated temperature using a proposed energy measure of fatigue damage. This measure of damage, defined as the net tensile hysteretic energy of the fatigue cycle, can be approximated by the damage function ?T??p, where ?T is the maximum stress in the cycle and ??p is the inelastic strain range. The damage function is applied to predicting effects of hold time and frequency, when time-dependent damage occurs, through failure relations incorporating a variation of Coffin's frequency modified approach. Failure equations are developed for two postulated categories of time-dependent damage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aStrains. =650 \0$aFrequency. =650 \0$aHold time. =650 \0$aFatigue (materials) =650 \0$aElevated temperature. =650 \0$aFatigue. =650 \0$aThermal-mechanical fatigue. =650 \0$aCrack growth. =650 14$aFatigue (materials) =650 24$aStrains. =650 24$aDamage. =650 24$aElevated temperature. =650 24$aHold time. =650 24$aFrequency. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10520J.htm =LDR 02727nab a2200493 i 4500 =001 JTE10525J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10525J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10525J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA487 =082 04$a620.165$223 =100 1\$aPinnel, MR.,$eauthor. =245 10$aVariations in Magnetic Properties of Iron-Cobalt-Vanadium Alloys /$cMR. Pinnel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aConsiderable variability in the magnetic properties of an iron-cobalt-vanadium alloy wire processed by commercial vendors has been observed. To ascertain the cause of and cure for this variability, a two-part study utilizing microstructural characterization and statistical evaluation of magnetic data was implemented. Results indicate that wire microstructure, and hence magnetic properties, vary both from wire coil to wire coil within a given melt and along the length of a coil of wire. This variation can be attributed to fluctuations in furnace temperature during the 900 to 950°C strand anneal of the wire. A correlation exists for magnetic properties between the strand-annealed and final aged at 600°C conditions such that evaluation of coercivity and remanence in strand-annealed wire may be feasible for detecting incoming, improperly heat-treated coils at inspection. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIron alloys. =650 \0$aHeat treatment. =650 \0$aMagnetic alloys. =650 \0$aMagnetic properties. =650 \0$aShape memory alloys. =650 14$aIron alloys. =650 24$aMagnetic alloys. =650 24$aMagnetic properties. =650 24$aHeat treatment. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10525J.htm =LDR 03441nab a2200721 i 4500 =001 JTE10521J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10521J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10521J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS250 =082 04$a671.8/23$223 =100 1\$aHsu, TC.,$eauthor. =245 12$aA Definition of Drawability and Its Relation to Deformation in the Drawing of Square Cups /$cTC. Hsu, SY. Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aDrawability is first distinguished from stretchability and the relative amounts of drawing and stretching in any particular forming operation are quantitatively defined. The generalized definition of drawability is based on the definition of the boundary of the product, with which a quantitative definition of draw-in is established. Drawability is then defined as the maximum draw-in at the completion of the cup. It is shown, both theoretically and experimentally, that the draw-in is maximized by choosing the right size, shape, and orientation of the blank to match a particular shape and size of the cup and the boundary. The definition of drawability, hitherto associated with the drawing of round cups, as the Swift test, is generalized to include cups of all shapes. The drawability index so determined can be used not only to compare two materials in the same process, as can be done in the Swift test, but also to compare two processes using the same material, which has hitherto been impossible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDraw-in. =650 \0$aTesting. =650 \0$aDuctility. =650 \0$aDrawability. =650 \0$aFormability. =650 \0$aSquare cups. =650 \0$aForming limit. =650 \0$aResidual flange. =650 \0$aStretch forming. =650 \0$aNoncircular cups. =650 \0$aLargest drawing ratio. =650 \0$aSheet metal. =650 \0$aMetal forming. =650 \0$aSheet-metal work. =650 14$aFormability. =650 24$aDrawability. =650 24$aStretch forming. =650 24$aSheet metal. =650 24$aMetal forming. =650 24$aDuctility. =650 24$aTesting. =650 24$aNoncircular cups. =650 24$aSquare cups. =650 24$aDraw-in. =650 24$aForming limit. =650 24$aResidual flange. =650 24$aLargest drawing ratio. =700 1\$aLee, SY.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10521J.htm =LDR 03471nab a2200517 i 4500 =001 JTE10519J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10519J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10519J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a620.1/1230151825$223 =100 1\$aQuesnel, DJ.,$eauthor. =245 10$aLocal Strain Behavior Prior to Fatigue Crack Nucleation /$cDJ. Quesnel, M. Meshii. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe local strain behavior of cold-rolled HSLA (niobium) steel was investigated in the vicinity of a circular hole for first loading, first unloading, and in the unloaded state after 50 000 and 82 000 cycles by determining ?? as a function of distance from an 0.02-in. (508-?m) circular notch by direct comparison of optical micrographs at approximately x1000. This technique allows changes in length to be determined to ±0.15 ?m which, over a 100-?m gage length, corresponds to an engineering strain resolution of ±0.15%. The resolution is sufficiently high to allow local strain distributions, as calculated from elasticity and plasticity theory, to be compared with the experimental data. A pseudo-plastic solution was developed from the plane stress solution by considering A. E. Green's three-dimensional solution and Neuber's relation between stress and strain concentrations. The monotonic deformation law obeyed by cold-rolled niobium steel was experimentally determined and combined with the pseudo-plasticity result to obtain a quantitative prediction of the local strain behavior on first loading. Experimentally obtained strain behaviors for first loading provide good agreement with the pseudo-plasticity result for each of the strain levels investigated. The strain distribution measured after the first unloading demonstrated that a compressive residual stress is generated during the first cycle. The strain distribution developed by repeated tension loading is also presented and discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack initiation. =650 \0$aFatigue (materials) =650 \0$aStress concentration. =650 \0$aStress-strain curves. =650 \0$aStrain Measurement. =650 \0$aHigh temperature. =650 14$aFatigue (materials) =650 24$aStrain measurement. =650 24$aCrack initiation. =650 24$aStress concentration. =700 1\$aMeshii, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10519J.htm =LDR 03101nab a2200601 i 4500 =001 JTE12290J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12290J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12290J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aLarsson, PL.,$eauthor. =245 10$aEvaluation of Sharp Indentation Testing of Thin Films and Ribbons on Hard Substrates /$cPL. Larsson, IRM Peterson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aA numerical investigation of sharp indentation of thin films and ribbons has been conducted using the finite element method. For a wide variety of material behavior, the critical ratio of indentation depth to thin film thickness is determined for the case of indentation of thin films or ribbons perfectly clamped on hard substrates. The critical ratio is defined as the ratio at which the indentation response can no longer be considered closely acceptable to the corresponding response at indentation of bulk materials. The indentation parameters investigated are hardness (average contact pressure), the size of the contact area between indenter and material, and the initial unloading slope of the indentation load-indentation depth curve. The implications of the results for material characterization of thin films and ribbons by indentation are discussed in some detail. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHardness. =650 \0$aThin films. =650 \0$aContact area. =650 \0$aIndentation load. =650 \0$aIndentation depth. =650 \0$aSharp indentation. =650 \0$aMaterial characterization. =650 \0$afinite element method. =650 \0$aStructural analysis (Engineering) =650 14$aSharp indentation. =650 24$aMaterial characterization. =650 24$aThin films. =650 24$aHardness. =650 24$aContact area. =650 24$aIndentation load. =650 24$aIndentation depth. =650 24$aFinite element calculations. =700 1\$aPeterson, IRM,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12290J.htm =LDR 03450nab a2200541 i 4500 =001 JTE12288J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12288J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12288J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.M5 =082 04$a620.1/1892$223 =100 1\$aSchrems, KK.,$eauthor. =245 10$aVerification of Thin-Wall Ductile Iron Test Methodology /$cKK. Schrems, ÖN. Dogan, JA. Hawk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aModifications need to be made to standard test procedures to determine the actual properties of thin-walled ductile iron castings. A series of experiments was performed on test bars to examine the effects of surface finish, elongation measurement techniques, and the amount of material removed during grinding. A paired t-test was used to show that strength and ductility increased as a result of removing the as-received (as-cast) surface. This is attributed to inaccuracies in measuring the cross section area of the rough surface as well as an actual increase in strain through removal of surface effects. A nontraditional method of measuring elongation (to retain the fracture surface) was compared to the standard ASTM method. The nontraditional method was found to be a conservative measure of elongation that is highly correlated with plastic strain as measured by the stress-strain curve. The amount of surface removed during grinding was found not to affect the mechanical properties with the exception of hardness, a surface measurement. It is suggested that thin-walled castings be tested in the condition the casting will be used, i.e., if the casting will be used with the as-cast surface, testing with the as cast surface will accurately reproduce the decrease in strain caused by the surface effects. If the casting will be ground before use, any amount of surface can be removed to make the testing convenient. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctile iron. =650 \0$aTest methods. =650 \0$aThin wall castings. =650 \0$aMechanical properties. =650 \0$aMicromechanics. =650 \0$aSolid state physics. =650 \0$aComposite materials. =650 14$aDuctile iron. =650 24$aThin wall castings. =650 24$aMechanical properties. =650 24$aTest methods. =700 1\$aDogan, ÖN.,$eauthor. =700 1\$aHawk, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12288J.htm =LDR 02940nab a2200529 i 4500 =001 JTE12283J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12283J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12283J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD262 =082 04$a547$223 =100 1\$aSiriwardane, HJ.,$eauthor. =245 10$aSynthesis of Methane Hydrate in an Unconsolidated Medium /$cHJ. Siriwardane, DH. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aUnder certain conditions of low temperature and high pressure, mixtures of small gas molecules and water form crystalline, ice-like compounds called clathrate hydrates. It is believed that large quantities of natural deposits of methane hydrate are formed in unconsolidated media from natural gas and water. Development of recovery techniques for this potential natural gas resource requires comprehensive laboratory investigations of engineering properties, which in turn require a capability for reproducibly synthesizing methane hydrate in unconsolidated matrix materials. This paper presents a procedure for synthesizing methane hydrate in an unconsolidated sand matrix. Results of dissociation experiments indicate that the samples prepared according to this procedure are relatively homogeneous and suitable for use in investigations of mechanical and other properties. The methane hydrate content and porosity of the samples can be controlled in the procedure developed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSynthesis. =650 \0$aHomogeneity. =650 \0$aMethane hydrate. =650 \0$aConversion ratio. =650 \0$aUnconsolidated media. =650 \0$aOrganic compounds$xSynthesis. =650 14$aMethane hydrate. =650 24$aSynthesis. =650 24$aUnconsolidated media. =650 24$aHomogeneity. =650 24$aConversion ratio. =700 1\$aSmith, DH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12283J.htm =LDR 02765nab a2200541 i 4500 =001 JTE12286J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12286J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12286J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590 =082 04$a631.4/05$223 =100 1\$aSubba Rao, KS.,$eauthor. =245 13$aAn Apparatus for Evaluating Adhesion Between Soils and Solid Surfaces /$cKS. Subba Rao, MM. Allam, RG. Robinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aAn apparatus in the direct shear mode has been developed to conduct soil-soil and soil-solid material interface tests in the undrained condition. Evaluation of the apparatus showed that all the requirements for simulating the undrained condition of shear are satisfied. The interface test results show that the adhesion factor ? increases with the surface roughness of the solid material. In the case of the normally consolidated state, ? is practically independent of the undrained shear strength of the clay for a given surface. For the overconsolidated state, ? depends on the undrained shear strength and the overconsolidation ratio for smooth surfaces but for rough surfaces, ? is independent of both undrained shear strength and overconsolidation ratio. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesion. =650 \0$aCohesion. =650 \0$aAdhesion factor. =650 \0$aUndrained shear strength. =650 \0$aSoils. =650 \0$aSoil science$vPeriodicals. =650 14$aAdhesion. =650 24$aCohesion. =650 24$aAdhesion factor. =650 24$aUndrained shear strength. =650 24$aSoils. =700 1\$aAllam, MM.,$eauthor. =700 1\$aRobinson, RG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12286J.htm =LDR 03316nab a2200661 i 4500 =001 JTE12287J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12287J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12287J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS283 =082 04$a681/.760410288$223 =100 1\$aJumel, S.,$eauthor. =245 10$aSimulation of Irradiation Effects in Reactor Pressure Vessel Steels :$bthe Reactor for Virtual Experiments (REVE) Project /$cS. Jumel, C. Domain, J. Ruste, J-C Van Duysen, C. Becquart, A. Legris, P. Pareige, A. Barbu, E. Van Walle, R. Chaouadi, M. Hou, GR. Odette, RE. Stoller, BD. Wirth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aComponents of commercial nuclear reactors are subjected to neutron bombardments that can modify their mechanical properties. Prediction of in-service and post-service behaviors generally requires irradiation in so-called "test reactors" as well as subsequent mechanical testing in specialized hot cell facilities. However, the use of these research facilities is becoming more problematic, in particular due to increasing costs and decreasing availability. One way of partially mitigating these problems is to complement the empirical approach by developing tools for numerical simulation of irradiation effects in materials. The development of such tools is clearly an ambitious task that will require a long-term international collaborative effort. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRPV steels. =650 \0$aSimulation. =650 \0$aCode coupling. =650 \0$aRadiation effect. =650 \0$aPressure Vessels. =650 \0$aFilament winding. =650 14$aSimulation. =650 24$aRadiation effect. =650 24$aRPV steels. =650 24$aCode coupling. =700 1\$aDomain, C.,$eauthor. =700 1\$aRuste, J.,$eauthor. =700 1\$aVan Duysen, J-C,$eauthor. =700 1\$aBecquart, C.,$eauthor. =700 1\$aLegris, A.,$eauthor. =700 1\$aPareige, P.,$eauthor. =700 1\$aBarbu, A.,$eauthor. =700 1\$aVan Walle, E.,$eauthor. =700 1\$aChaouadi, R.,$eauthor. =700 1\$aHou, M.,$eauthor. =700 1\$aOdette, GR.,$eauthor. =700 1\$aStoller, RE.,$eauthor. =700 1\$aWirth, BD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12287J.htm =LDR 03595nab a2200553 i 4500 =001 JTE12284J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12284J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12284J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA297 =082 04$a519.54$223 =100 1\$aDeJong, JT.,$eauthor. =245 10$aMeasurement of Relative Surface Roughness at Particulate-Continuum Interfaces /$cJT. DeJong, JD. Frost, DR. Saussus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe shearing behavior at particulate-continuum interfaces is influenced strongly by the continuum surface roughness. To date this surface has been characterized with absolute roughness parameters that represent various aspects of the spatial distribution of surface features. However, for particulate-continuum interfaces, the effect of continuum surface roughness on interface behavior is itself dependent on the particulate material characteristics. This interaction suggests that the surface roughness be characterized in relation to the contacting particulate material. Filtering algorithms such as low-pass and high-pass filters are frequently used to isolate components of a surface profile such as waviness and roughness. However, these filters consider peaks and valleys of a surface profile equally and hence implicitly assume each feature has the same effect on the interface behavior. An extensive analysis that traces the centroids of different diameter particles as they traverse across surfaces is presented herein. The resulting observations include: (1) peaks and valleys on a surface affect particulate-continuum interactions differently; (2) conventional surface roughness parameters do not account adequately for the characteristics of the contacting particulate material; and (3) conventional filters incorrectly isolate surface features of interest in particulate continuum interfaces. A framework that allows for these issues to be considered in evaluating the relative roughness of surfaces is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInterfaces. =650 \0$aLow-pass filter. =650 \0$aSurface texture. =650 \0$aGaussian filters. =650 \0$aRoughness parameters. =650 \0$aFilters (Mathematics) =650 \0$aGaussian processes. =650 14$aSurface texture. =650 24$aInterfaces. =650 24$aGaussian filters. =650 24$aLow-pass filter. =650 24$aRoughness parameters. =700 1\$aFrost, JD.,$eauthor. =700 1\$aSaussus, DR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12284J.htm =LDR 04750nab a2200589 i 4500 =001 JTE12291J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12291J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12291J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP361 =082 04$a621.402/1$223 =100 1\$aMontemayor, RG.,$eauthor. =245 10$aPrecision and Equivalence of Automatic and Manual Flash Point Apparatus /$cRG. Montemayor, MA. Collier, GG. Lazarczyk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aThe flash point of a liquid material is used to classify whether the material is flammable or combustible. Historically, flash point determination has been done using manual flash point apparatus. However, the advent of automatic flash point apparatus, especially in the petroleum and related industries, brought about improved testing efficiency such that manual flash point determination is becoming the less preferred way of determining flash point. Three ASTM standard test methods, namely, D 56 "Flash Point by Tag Closed Cup Tester," D 92 "Flash and Fire Points by Cleveland Open Cup," and D 93 "Flash Point by Pensky-Martens Closed Cup Testers" are the most common test methods used in the various specifications and regulatory requirements for determining the flash point of materials. Three interlaboratory studies were conducted in 1991 to determine new precision values for the ASTM D 56, D 92, and D 93 flash point test methods, and to determine if the flash points obtained by the automatic apparatus are statistically equivalent to the flash points obtained by the manual apparatus in each of these three standard test methods. The pooled repeatability at a 95% confidence level for the D 56 flash point was found to be 1.1°C (manual) and 1.2°C (automatic) for flash points below 60°C; and 1.4°C (manual) and 1.6°C (automatic) for flash points at or above 60°C. The pooled reproducibility for D 56 at a 95% confidence level was found to be 4.1°C (manual) and 4.3°C (automatic) for flash points below 60°C; and 5.8°C (manual) and 5.1°C (automatic) for flash points at or above 60°C. For D 92, a repeatability at a 95% confidence level of 4°C (manual) and 8°C (automatic); and a reproducibility at a 95% confidence level of 13°C (manual) and 18°C (automatic), were obtained. The precision for D 93 was shown to be dependent on the flash point value, with a repeatability at a 95% confidence level of 0.032 X °C (manual) and 0.035 X °C (automatic), and a reproducibility at a 95% confidence level of 0.073 X °C (manual) and 0.078 X °C (automatic). Standard statistical evaluation tests were performed on the data for the three test methods. Essentially, no statistically significant differences were found between automatic and manual D 56, automatic and manual D 92, and automatic and manual D 93 flash point results. Thus, the interlaboratory studies of the three flash point test methods indicated that automatic flash point results are equivalent to manual flash point results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlash point. =650 \0$aFlammability. =650 \0$aTag Closed Cup. =650 \0$aCleveland Open Cup. =650 \0$aManual flash point. =650 \0$aAutomatic flash point. =650 \0$aFlash point (Thermodynamics) =650 \0$aFlash point (Thermodynamics)$xHandbooks, manuals, etc. =650 14$aFlash point. =650 24$aManual flash point. =650 24$aAutomatic flash point. =650 24$aTag Closed Cup. =650 24$aCleveland Open Cup. =650 24$aPensky-Martens Closed Cup. =650 24$aFlammability. =700 1\$aCollier, MA.,$eauthor. =700 1\$aLazarczyk, GG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12291J.htm =LDR 03287nab a2200577 i 4500 =001 JTE12289J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12289J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12289J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.M5 =082 04$a620.1/1892$223 =100 1\$aAyad, R.,$eauthor. =245 10$aEffect of the Aging of the "Product/Package" System on the Mechanical Properties of Plastic Packaging /$cR. Ayad, L. Safa, G. Bureau, S. Marull. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe influence of aging of four cosmetic formulations on the mechanical properties of plastic packaging is studied. Four thermoplastic materials in the form of bottles were used: polyethylene, polypropylene, polyethylene terephthalate, and polyethylene terephthalate glycol copolymer. Bottles were filled with cosmetic formulations and put into a steam room at 42°C for 15 days, 1 month, 2 months, and 3 months. Periodically, bottles were emptied, and mechanical properties and performances (tensile test, compression, and under-pressure tests) were studied as well as the wall thickness, the glass transition temperature (Tg), the crystallinity, and the kinetic sorption by Fourier transform infrared spectrometry. A significant change of mechanical properties was observed after the sorption of cosmetic components into the materials: this change depending on the type of material (especially for polyethylene and polypropylene) and on the cosmetic formulation. These changes must be minimized, particularly in the light of reducing packaging weight. This work leads to a new optimization methodology permitting the anticipation of packaging design. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aSorption. =650 \0$aDeformation. =650 \0$aPlastic material. =650 \0$aMechanical properties. =650 \0$aMicromechanics. =650 \0$aSolid state physics. =650 \0$aComposite materials. =650 14$aMechanical properties. =650 24$aDeformation. =650 24$aAging. =650 24$aPlastic material. =650 24$aSorption. =700 1\$aSafa, L.,$eauthor. =700 1\$aBureau, G.,$eauthor. =700 1\$aMarull, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12289J.htm =LDR 03223nab a2200505 i 4500 =001 JTE12293J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12293J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12293J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169 =082 04$a620.00452$223 =100 1\$aMontemayor, RG.,$eauthor. =245 10$aPrecision and Relative Bias of Automatic and Manual Refractometers Using ASTM D 1218 at 20°C /$cRG. Montemayor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe refractive index at a given temperature is an important specification parameter for a large number of petroleum products as well as various paraffinic, olefinic, and aromatic hydrocarbon solvents. It is an easy and quick test method to assure the quality and identity of a specific material. Historically, refractive index and refractive dispersion have been measured using manual refractometers. The advent of digital automatic refractometers has made the measurement of refractive index much easier. An interlaboratory study was conducted in 1996 to determine the precision of automatic refractometers and to compare the results with manual instruments. The study involved eight different samples, ten laboratories that used automatic instruments, and six laboratories that used manual instruments, using ASTM D 1218, Test Method for Refractive Index and Refractive Dispersion of Hydrocarbon Liquids, at 20°C. The repeatability of both automatic and manual refractometers was determined to be 0.0002. The reproducibility of both automatic and manual refractometers was determined to be 0.0005. The study showed that there was no statistically significant difference between results obtained with automatic and manual refractometers using ASTM D 1218 at 20°C at a 95% confidence level. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRefractometer. =650 \0$aRepeatability. =650 \0$aReproducibility. =650 \0$aRefractive index. =650 \0$aReproducibility of Results. =650 \0$aReliability (Engineering) =650 14$aRefractive index. =650 24$aRepeatability. =650 24$aReproducibility. =650 24$aRefractometer. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12293J.htm =LDR 03257nab a2200553 i 4500 =001 JTE12285J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12285J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12285J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aLópez, FS.,$eauthor. =245 10$aFlexural Characteristics of Sunlight-Aged Polyester Composites :$bInfluence of Processing Variables /$cFS. López, C. Ferrer, MD. Salvador, V. Amigo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b62 =520 3\$aThis work presents the results of flexural tests carried out on samples aged for different periods of time in a UV-Visible light chamber. The processing variables studied were the type of reinforcing fabric, the resin type, and the cure conditions. The evolution of flexural characteristics with time exposure adjusts to a mathematical model that corresponds to a damped exponential curve. The aging degree varies between 16 and 41%, depending on the preparation of the composites and the mechanical characteristics of the material. The aged material featured losses of its mechanical properties, and more on toughness than on strength properties. The kind of unsaturated o-phthalic polyester resin used showed no influence on the loss of mechanical properties. High cure temperatures decreased the loss of toughness to a higher degree than that observed for the loss of strength. The configuration of the reinforced fabrics used also influenced the mechanical properties: a mixed taffeta-multiaxial reinforced configuration leads to a high loss index on toughness properties and modulus of the composite. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlexural properties. =650 \0$aGlass fiber fabrics. =650 \0$aSunlight degradation. =650 \0$aManufacturing variables. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aPolyester-matrix composites. =650 24$aGlass fiber fabrics. =650 24$aFlexural properties. =650 24$aSunlight degradation. =650 24$aManufacturing variables. =700 1\$aFerrer, C.,$eauthor. =700 1\$aSalvador, MD.,$eauthor. =700 1\$aAmigo, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12285J.htm =LDR 03229nab a2200541 i 4500 =001 JTE12292J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12292J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12292J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.T6 =082 04$a616.07 54 05$223 =100 1\$aMaschio, C.,$eauthor. =245 10$aUsing X-ray Computerized Tomography for Characterization of Defects in Cartridge Filters /$cC. Maschio, ACF de Arruda. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aCartridge filter manufacturers conventionally use air permeability and bubble point tests for the evaluation of integrity and filtration rating of their filter elements. These tests reveal information only upstream and downstream of the filters. If a region of low density and a region of high density (compared to the mean density of the filter) exist in the interior of the element, these two regions may be superimposed and the results of the test may cause acceptance of an imperfect filter. The present paper shows the use of an X-ray computerized tomography scanner for visualization of internal defects in the cartridge filter elements used in industrial and domestic applications. Tomographic images with good contrast were obtained. The images clearly revealed cracks in the activated carbon filter and regions of high density in the fibrous filter (meltblown type). Finally, the main objective of this paper is to show that X-ray computerized tomography can be used successfully within the filter industries as a potential tool in the evaluation of existing products, and as a support in new product development. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCartridge filters. =650 \0$aBubble point testing. =650 \0$aAir permeability testing. =650 \0$aDefects characterization. =650 \0$aTomography. =650 \0$aRadiological stratigraphy. =650 \0$aTomographic imaging. =650 14$aX-ray computerized tomography. =650 24$aCartridge filters. =650 24$aAir permeability testing. =650 24$aBubble point testing. =650 24$aDefects characterization. =700 1\$ade Arruda, ACF,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12292J.htm =LDR 02903nab a2200481 i 4500 =001 JTE11282J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11282J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11282J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aChiang, YJ.,$eauthor. =245 10$aRobust Design of the Iosipescu Shear Test Specimen for Composites /$cYJ. Chiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aFor the purpose of improving the accuracy of the Iosipescu shear test method, researchers have been interested in analyzing the uniformity of shear stress distribution along the notched cross section for different design configurations of specimens made of various materials. But a one-factor-at-a-time approach cannot lead to a full understanding of the shearing behavior. The statistical design of experiments based on finite element models is employed here to characterize impacts of main effects and interactions among various design factors on the uniformity of shear stress distribution along the notched cross section for two kinds of unidirectional laminae with different orthotropy: Boron/Al (boron-fiber-reinforced aluminum) and Gl/Epoxy (glass-fiber-reinforced epoxy). It is shown that (a) the notch radius and height of a specimen are significant factors, (b) the notch angle is also significant, and 90° is better than 110° in reducing the variation of shear stress distribution, and (c) some two-factor interactions are influential. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear tests. =650 \0$aComposite materials. =650 \0$aFinite element methods. =650 \0$aCompositematerials. =650 14$aStatistical design of experiments. =650 24$aFinite element methods. =650 24$aShear tests. =650 24$aComposite materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11282J.htm =LDR 02573nab a2200577 i 4500 =001 JTE11288J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11288J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11288J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF1416 =082 04$a658.8/48$223 =100 1\$aPao, C.,$eauthor. =245 10$aNational Institute for Certification in Engineering Technologies Certification :$bAddressing the Technician Component of Laboratory Quality /$cC. Pao, MA. Clark, JD. Antrim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEssential to any quality laboratory operation are its technicians. A laboratory might well meet the accreditation requirements for facilities and equipment, personnel training policies, and management practices but consistent, high-quality operation cannot exist without competent personnel performing the various activities. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompetence. =650 \0$aExamination. =650 \0$aCertification. =650 \0$aQuality assurance. =650 \0$aLaboratory technician. =650 \0$aExport marketing. =650 \0$aQualitycontrol$xStandards. =650 \0$aQualityassurance$xStandards. =650 14$aQuality assurance. =650 24$aCertification. =650 24$aCompetence. =650 24$aNational Institute for Certification in Engineering Technologies (NICET) =650 24$aExamination. =650 24$aLaboratory technician. =700 1\$aClark, MA.,$eauthor. =700 1\$aAntrim, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11288J.htm =LDR 02599nab a2200529 i 4500 =001 JTE11283J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11283J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11283J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN752.T54 =082 04$a669/.96142$223 =100 1\$aBian, S.,$eauthor. =245 14$aThe Unlubricated Sliding Wear of Steels :$bThe Contact Conditions in the Sliding Zone /$cS. Bian, S. Maj, DW. Borland. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aPreviously reported studies of the unlubricated sliding of quenched-and-tempered steel pins against similarly treated rings have been supplemented by temperature measurements and tests over a range of loads and speeds.The rate of wear of a pin depends on the hardness of the countersurface; it is shown that the increase in the rate for softer rings is accompanied by a higher temperature in the pin and a rougher wear track on the ring.Attention is thereby drawn towards the conditions in the contact zone, both during running in and when a steady state has been reached.Erratum to this paper appears in 24(4) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aSliding wear. =650 \0$aWear testing. =650 \0$aContact conditions. =650 \0$aMetals$xThermomechanical treatment. =650 \0$aSteel$xMetallurgy. =650 14$aSliding wear. =650 24$aWear testing. =650 24$aSteel. =650 24$aContact conditions. =700 1\$aMaj, S.,$eauthor. =700 1\$aBorland, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11283J.htm =LDR 02751nab a2200613 i 4500 =001 JTE11287J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11287J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11287J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB2331.65.G7 =082 04$a378.41$223 =100 1\$aTerjimanian, A.,$eauthor. =245 10$aEvolution of the Internal Quality Audit at Ford Motor Company's Central Laboratory /$cA. Terjimanian, CJ. Kelly. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper discusses the evolution of an internal laboratory quality audit which takes into account the needs and expectations of the laboratory customers, the laboratory management, and the laboratory employees. This audit has been in operation for over 15 years and its development and early years were reported at an ASTM Symposium in 1981. Since then a number of changes have been implemented to improve the effectiveness of the audit. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAudit. =650 \0$aReport format. =650 \0$aTurnaround time. =650 \0$aCustomer feedback. =650 \0$aLaboratory quality. =650 \0$aProcess improvement. =650 \0$aQuality audit manual. =650 \0$aUniversities and colleges$xStandards$zEngland. =650 \0$aEducation, Higher$zGreat Britain$xQualityaudit. =650 14$aLaboratory quality. =650 24$aAudit. =650 24$aReport format. =650 24$aQuality audit manual. =650 24$aDiscrepancy seriousness classification. =650 24$aCustomer feedback. =650 24$aTurnaround time. =650 24$aDeming PDCA cycle. =650 24$aProcess improvement. =700 1\$aKelly, CJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11287J.htm =LDR 02641nab a2200493 i 4500 =001 JTE11285J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11285J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11285J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1403 =082 04$a382/.4567700954$223 =100 1\$aEpps, HH.,$eauthor. =245 10$aPrediction of Single-Layer Fabric Air Permeability by Statistical Modeling /$cHH. Epps. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aHistorically, it has been difficult to directly obtain accurate air permeability measurements of open-structured textile fabrics. Although measurements can be made using a nonstandard pressure differential between the two fabric surfaces, this technique may not be reliable. An alternative method of determining permeability of open-structured fabrics by extrapolation from measurements of multiple layers is used on a limited basis with instruments that may not have a full range of air permeability measurement capability. This research evaluates the accuracy of this method through comparison of statistically predicted values with actual measurements of fabrics whose permeabilities lie within the measurement range specified in the standard test method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTextile fabrics. =650 \0$aAir permeability. =650 \0$aNonlinear regression. =650 \0$aStatistical modeling. =650 \0$aTextileindustry. =650 14$aAir permeability. =650 24$aNonlinear regression. =650 24$aStatistical modeling. =650 24$aTextile fabrics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11285J.htm =LDR 03071nab a2200553 i 4500 =001 JTE11284J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11284J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11284J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB3060.8 =082 04$a371.26/0973$223 =100 1\$aKandhal, PS.,$eauthor. =245 10$aPrecision of Marshall Stability and Flow Test Using 6-in. (152.4-mm) Diameter Specimens /$cPS. Kandhal, Y. Wu, F. Parker, PA. Spellerberg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aEarlier studies have shown that the repeatability of Marshall stability, flow, and air voids content measurements on 6-in. (152.4-mm) diameter specimens of large stone mixes is better than the repeatability on 4-in. (101.6-mm) diameter specimens. A round robin study involving twelve participating laboratories was conducted to provide information for developing a precision statement for the ASTM Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen) (D 5581). Difference two-sigma (d2s) limits were developed to determine acceptable single and multilaboratory differences for bulk specific gravity, percent voids, Marshall stability, and Marshall flow measurements. Analysis of other data collected during the study indicated that stability and flow measurements are not sensitive to minor differences in various 6-in. (152.4-mm) diameter breaking heads currently in use. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMarshall flow. =650 \0$aPercent voids. =650 \0$aLarge stone mixes. =650 \0$aMarshall stability. =650 \0$aPrecision statement. =650 \0$aEducationaltestsand measurements$xInterpretation. =650 14$aLarge stone mixes. =650 24$aMarshall stability. =650 24$aMarshall flow. =650 24$aPercent voids. =650 24$aPrecision statement. =700 1\$aWu, Y.,$eauthor. =700 1\$aParker, F.,$eauthor. =700 1\$aSpellerberg, PA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11284J.htm =LDR 03087nab a2200553 i 4500 =001 JTE11286J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11286J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11286J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aKJE6554 =082 04$a341.7/5$223 =100 1\$aKay, A.,$eauthor. =245 10$aThird-Party Inspection Agency Response to Changing Needs /$cA. Kay. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe third-party inspection process is part of the commercial mechanism and as commerce changes so must independent inspection. Additionally, technological development also plays a major role. A third element is the impact of regulatory compliance; both its direct impact on commerce and its indirect impact on operations. In recent years both commerce and technology have brought about change and response. To be commercially viable, the third party inspector must be able to demonstrate strict conformance to recognized standards. How to assure this conformance has been a predominant issue with inspectors and their clients for many years. Accreditation of one kind or another, whether global in nature such as ISO 9000 or local, such as a single facility audit or a combination of both, has been the most recent vehicle for trying to reach this goal. The result of this is a tapestry of commerce and technology, interwoven with threads of compliance and conformance, both mandatory and voluntary. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInspectors. =650 \0$aAccreditation. =650 \0$aQuality standards. =650 \0$aRegulatory compliance. =650 \0$aThird-party inspection. =650 \0$aConformance to standards. =650 \0$aStandardization$zEuropean Union countries$xMarks. =650 \0$aQualitystandards$xAssurance$zUnited States. =650 14$aThird-party inspection. =650 24$aInspectors. =650 24$aRegulatory compliance. =650 24$aConformance to standards. =650 24$aAccreditation. =650 24$aQuality standards. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11286J.htm =LDR 03569nab a2200589 i 4500 =001 JTE11289J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11289J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11289J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF1416 =082 04$a658.8/48$223 =100 1\$aSpellerberg, PA.,$eauthor. =245 10$aDevelopment and Application of a Quality System Standard for Construction Materials Testing Laboratories /$cPA. Spellerberg, WL. Trimm, JH. Pielert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe American Association of State Highway and Transportation Officials (AASHTO) Accreditation Program (AAP) was initiated by AASHTO in 1988 as a tool for promoting the quality of testing in construction materials laboratories. The program currently has around 120 laboratories accredited for testing of various construction materials. In the program it became apparent that there was a need to provide specific guidance to laboratories in preparing and implementing a quality system. In response, AASHTO prepared Recommended Practice R18-92I, "Establishing and Implementing a Quality System for Construction Materials Testing Laboratories." While generally based on existing ASTM and International Standards Organization (ISO) standards, Practice R18 is much more definitive in regard to evaluation criteria for construction materials laboratories. It includes an appendix that provides illustrated examples of documents, forms, and standard operating procedures, which may be used by the laboratory in preparing a quality manual. Practice R18 has been adopted for use in the AASHTO Materials Reference Laboratory (AMRL) Laboratory Inspection Program, and became mandatory for laboratories participating in the AASHTO Accreditation Program in April 1994. This paper presents an overview of Practice R18 and its use in the AMRL Laboratory Inspection Program and the AASHTO Accreditation Program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuality. =650 \0$aTesting. =650 \0$aStandards. =650 \0$aLaboratory. =650 \0$aAccreditation. =650 \0$aConstruction materials. =650 \0$aExport marketing. =650 \0$aQualitycontrol$xStandards. =650 \0$aQualityassurance$xStandards. =650 14$aAccreditation. =650 24$aConstruction materials. =650 24$aLaboratory. =650 24$aQuality. =650 24$aStandards. =650 24$aTesting. =700 1\$aTrimm, WL.,$eauthor. =700 1\$aPielert, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11289J.htm =LDR 02551nab a2200613 i 4500 =001 JTE10569J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10569J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10569J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN690.7 =082 04$a671.7/2$223 =100 1\$aTomlinson, PN.,$eauthor. =245 12$aA Mathematical Model for the Determination of the Breakage Distribution in Batch Grinding /$cPN. Tomlinson, RD. Venter, R. de Malherbe, L. Lees. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA mathematical model analogous to the rate of decay of radioactive materials has been developed to describe the unit operation of comminution. The model provides a useful theoretical base from which the fraction by weight on screens of different sizes can be determined after defined periods of grinding. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aScreens. =650 \0$aBreaking. =650 \0$aComminution. =650 \0$aDistribution. =650 \0$aBreakage parameters. =650 \0$aFractional breakdown. =650 \0$aGrinding. =650 \0$aGrinding (comminution) =650 \0$aGrinding and polishing. =650 14$aBreaking. =650 24$aGrinding (comminution) =650 24$aComminution. =650 24$aDistribution. =650 24$aScreens. =650 24$aBreakage parameters. =650 24$aFractional breakdown. =700 1\$aVenter, RD.,$eauthor. =700 1\$ade Malherbe, R.,$eauthor. =700 1\$aLees, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10569J.htm =LDR 02380nab a2200529 i 4500 =001 JTE10568J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10568J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10568J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN697.A47 =082 04$a669.722$223 =100 1\$aNordmark, GE.,$eauthor. =245 10$aFatigue Crack Arrest at Low Stress Intensities in a Corrosive Environment /$cGE. Nordmark, WG. Fricke. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aCrack opening displacement measurements and scanning electron microscope observations were used to investigate the cause of fatigue crack arrest that occurred in compact specimens of several aluminum alloys at low stress intensities in simulated sump water. The observations for 7475-T7351 specimens indicate that the crack arrest resulted from a progressive buildup of corrosion product on the crack surface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aCrack arrest. =650 \0$aAluminum alloys. =650 \0$aFatigue (materials) =650 \0$aAluminum. =650 \0$aMaterial characterization. =650 \0$aAluminum$xMetallurgy. =650 14$aAluminum alloys. =650 24$aStresses. =650 24$aFatigue (materials) =650 24$aCrack arrest. =700 1\$aFricke, WG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10568J.htm =LDR 03224nab a2200685 i 4500 =001 JTE10566J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10566J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10566J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.1/8$223 =100 1\$aChirigos, JN.,$eauthor. =245 10$aInfluence of Material Property Variations on the Assessment of Structural Integrity of Nuclear Components /$cJN. Chirigos, TA. Meyer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe question, "Where can the generation of new material property data reduce overly conservative design in reactor systems?" presently exists in the nuclear industry. The question is answered by identifying where conservatism exists relative to determining material property variations. Several areas are reviewed to identify conservatism and the sensitivity of structural integrity evaluation results to the property variations. The areas reviewed were fluence dependence of the transition temperature, fracture toughness, the drop in upper shelf toughness, the arrest toughness, the material thermal properties, and the fatigue crack growth rate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArrest toughness. =650 \0$aNuclear reactors. =650 \0$aFracture mechanics. =650 \0$aFracture toughness. =650 \0$aFatigue (materials) =650 \0$aFatigue crack growth. =650 \0$aStructural integrity. =650 \0$aUpper shelf toughness. =650 \0$aTransition temperature. =650 \0$aMechanical properties. =650 \0$aComposites. =650 \0$aComposite materials$xMechanical properties. =650 14$aNuclear reactors. =650 24$aMechanical properties. =650 24$aFatigue (materials) =650 24$aFracture mechanics. =650 24$aFracture toughness. =650 24$aStructural integrity. =650 24$aTransition temperature. =650 24$aArrest toughness. =650 24$aFatigue crack growth. =650 24$aNuclear plant heat-up and cool-down. =650 24$aReactor vessel accident analysis. =650 24$aUpper shelf toughness. =700 1\$aMeyer, TA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10566J.htm =LDR 02638nab a2200661 i 4500 =001 JTE10571J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10571J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10571J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA656 =082 04$a624.1/71$223 =100 1\$aBeese, JG.,$eauthor. =245 10$aSome Parameters Influencing the Release Pressure of Reverse-Buckling Safety Disks /$cJG. Beese. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aIn recent years safety disks based on the principle of the reverse buckling of a spherical, metallic cap have been developed. In this paper the influence on the disk-buckling pressure of (1) the orifice diameter of the flange-holding ring and (2) heat treatment of the dome before assembly is examined. It is found that both orifice diameter and heat treatment influence the value of the reverse-buckling pressure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSafety. =650 \0$aAluminum. =650 \0$aDiameter. =650 \0$aDiaphragm. =650 \0$aThickness. =650 \0$aDome height. =650 \0$aSpherical cap. =650 \0$aHeat treatment. =650 \0$aHydrostatic pressure. =650 \0$aBuckling. =650 \0$aBuckling (Mechanics) =650 \0$aPressure. =650 14$aSafety. =650 24$aBuckling. =650 24$aPressure. =650 24$aDiaphragm. =650 24$aSpherical cap. =650 24$aHydrostatic pressure. =650 24$aDiameter. =650 24$aThickness. =650 24$aDome height. =650 24$aAluminum. =650 24$aHeat treatment. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10571J.htm =LDR 02411nab a2200493 i 4500 =001 JTE10570J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10570J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10570J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA3 =082 04$a660/.284245$223 =100 1\$aJohnston, PR.,$eauthor. =245 10$aDetermining Filtration Efficiency by Comparing the Particle-Size Distribution in the Feed Stream to that in the Filtrate /$cPR. Johnston. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aExactly how the investigator should make the comparison between the particle-size distribution in the feed stream to that in the filtrate is the subject of controversy between those who determine the cumulative number of particles versus particle diameter and those who determine the number of particles in each of many diameter ranges.The present discussion, based on the number of particles in each diameter range, addresses the question, "What width of a diameter range should be considered?". =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFiltration ratio. =650 \0$aFluid filters. =650 \0$aFiltration. =650 \0$aFiltration efficiency. =650 14$aParticle size distribution. =650 24$aFluid filters. =650 24$aFiltration. =650 24$aFiltration efficiency. =650 24$aFiltration ratio. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10570J.htm =LDR 02933nab a2200577 i 4500 =001 JTE10567J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10567J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10567J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aUnderwood, JH.,$eauthor. =245 10$aCooperative Plane Strain Fracture Toughness Tests with C-Shaped Specimens /$cJH. Underwood, DP. Kendall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe results of a cooperative test program on plane strain fracture toughness (KIc) testing with C-shaped specimens are reported and discussed. Results of 48 tests by eight laboratories using specimens with two different loading hole locations are included. The effects of specimen geometric variables, such as eccentricity of the inner and outer surfaces and nonperpendicularity of these surfaces with the specimen faces, on the measured and calculated KIc are discussed. The C-shaped specimen results are compared with measured KIc values obtained with standard compact specimens. Results show that both versions of the C-shaped specimen yield accurate values of measured KIc. Normal geometric variations, as would be expected from machining of the specimen from an existing hollow cylinder, have no significant effect on the measured KIc. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aToughness. =650 \0$aTest method. =650 \0$aHollow cylinder. =650 \0$aCooperative tests. =650 \0$aFractures (materials) =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aElastic-plastic fracture. =650 14$aFractures (materials) =650 24$aStrains. =650 24$aToughness. =650 24$aCooperative tests. =650 24$aTest method. =650 24$aHollow cylinder. =700 1\$aKendall, DP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10567J.htm =LDR 02387nab a2200469 i 4500 =001 JTE10572J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10572J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10572J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.78 =082 04$a620.43$223 =100 1\$aLange, FF.,$eauthor. =245 10$aPowder-Cushion Gripping to Promote Good Alignment in Tensile Testing /$cFF. Lange, ES. Diaz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA tensile testing technique utilizing a powder-cushion between the specimen/grip surfaces has been devised and tested. Bending strains associated with this gripping technique have been determined as a function of load with a buttonhead specimen instrumented with nine strain gages. Experiments with eight different powders showed that lubricating powders such as graphite and boron nitride are more effective in producing good alignment, with graphite considered superior. Alignment obtained with the graphite powdercushion is comparable with that obtained with more complex devices and procedures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress concentration. =650 \0$aAlignment. =650 \0$aTension tests. =650 14$aTension tests. =650 24$aAlignment. =650 24$aStress concentration. =700 1\$aDiaz, ES.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10572J.htm =LDR 03007nab a2200541 i 4500 =001 JTE20130332 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130332$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130332$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD561 =082 04$a541.3/72$223 =100 1\$aLiu, Tao,$eauthor. =245 10$aIonic Conductivity of a Carbonate-Ion Conductor /$cTao Liu, Li. Lin, Jingkun Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aA systematic investigation on ionic conductivity of a carbonate-ion conductor has been reported. La0.8Sr0.2Ga0.83Mg0.17O2.815 (LSGM), LiKCO3 (MC), and LiNiO2 were prepared by solid-state reaction, respectively. A dual-phase LSGM and MC were mixed LSGM-MC. The effect of temperature on impedance spectra and effective ionic conductivity of LSGM-MC was investigated. The effect of electrode materials on impedance spectra was also investigated. The results showed that there was no solid reaction between LSGM, MC, and LiNiO2. As the physical state of MC transformed from solid state to liquid state, ionic conductivity of the carbonate-ion conductor was dependent on temperature. There was a significant difference for MC in three temperature range: t <= 460°C, 460°C < t < 486°C, and t >= 486°C. DTA analysis showed that temperatures of melting and solidification agree with those of ionic conductivity. Compared with Ag and LSGM-MC-LiNiO2, Au is a better cathode material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarbon dioxide. =650 \0$aImpedance spectra. =650 \0$aIonic conductivity. =650 \0$aCarbonate-ion conductor. =650 \0$aSolutions ioniques. =650 \0$aElectrolytes$xConductivity. =650 \0$aIonic solutions. =650 14$aCarbonate-ion conductor. =650 24$aCarbon dioxide. =650 24$aImpedance spectra. =650 24$aIonic conductivity. =700 1\$aLin, Li.,$eauthor. =700 1\$aYu, Jingkun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130332.htm =LDR 03292nab a2200577 i 4500 =001 JTE20130218 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130218$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130218$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aHari Krishna, C.,$eauthor. =245 10$aEffect of Lubrication in Cold Upsetting Using Experimental and Finite Element Modeling /$cC. Hari Krishna, M. J. Davidson, C. Nagaraju, P. Ramesh Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aAn effective lubricant will always enhance the formability of a material when applied at the die-billet interface in cold upsetting processes. High friction at the die-billet interface leads to adhesion of the cylindrical billets to the surfaces of the die, and barreling can occur. The present work focuses on the experimental and finite element investigation of the cold upsetting process of AA2014-T6 cylindrical billets under different friction conditions. The forces, stresses, and strains required for deformation were analyzed for different lubrication conditions using the finite-element-based software DEFORM 2D. The sliding velocity and sliding distance of the material are explained with the aid of computational results. The barreling radii determined from the computational techniques and analytical results were in close agreement. The influence of lubrication on stresses-namely, axial stress, hoop stress, and hydrostatic stress-was investigated. Finite element investigations were conducted for friction factors ranging from m = 0 to m = 1 to predict the effect of stresses on the formability of the billets. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesion. =650 \0$aFriction. =650 \0$aUpsetting. =650 \0$aFormability. =650 \0$aBarrel radius. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aUpsetting. =650 24$aFriction. =650 24$aFormability. =650 24$aBarrel radius. =650 24$aAdhesion. =700 1\$aDavidson, M. J.,$eauthor. =700 1\$aNagaraju, C.,$eauthor. =700 1\$aRamesh Kumar, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130218.htm =LDR 03015nab a2200505 i 4500 =001 JTE20130278 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130278$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130278$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA41 =082 04$a620.1/12$223 =100 1\$aZhu, Li-na,$eauthor. =245 10$aComparison of Four Different Methods to Determine the Hardness of Plasma-sprayed Cr3C2-NiCr Coating by Nano-indentation /$cLi-na Zhu, Bin-shi Xu, Hai-dou Wang, Cheng-biao Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA Cr3C2-NiCr coating with a thickness of 200 ?m was deposited on an AISI 1045 steel substrate using a supersonic plasma-spray technique. The hardness of the Cr3C2-NiCr coating was characterized by a nano-indenter equipped with an atomic force microscope (AFM). The AFM images indicated that the nano-indents on the Cr3C2-NiCr coating exhibited significant "pile-up" deformation. Such pile-up behavior needs to be taken into account in hardness determination because the pile-up height accounts for a large proportion of the indentation depth. In this paper, four different methods are compared to determine the hardness of the Cr3C2-NiCr coating: the Oliver-Pharr method, two work-of-indentation methods (total work of indentation and plastic work of indentation), and an AFM analysis method. The results show that the Oliver-Pharr and work-of-indentation methods overestimated the hardness, and the AFM analysis method is considered as a more accurate method for determining the hardness of the Cr3C2-NiCr coating. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIndentation. =650 \0$aAtomic force microscopy. =650 \0$aNano-indentation. =650 \0$aHardness. =650 14$aIndentation. =650 24$aHardness. =650 24$aAtomic force microscopy. =700 1\$aXu, Bin-shi,$eauthor. =700 1\$aWang, Hai-dou,$eauthor. =700 1\$aWang, Cheng-biao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130278.htm =LDR 02794nab a2200529 i 4500 =001 JTE20130009 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130009$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130009$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aMixed Multiple Dependent State Sampling Plans Based on Process Capability Index /$cMuhammad Aslam, Saminathan Balamurali, Muhammad Azam, G. Sirnvasa Rao, Chi-Hyuck June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aIn this paper, a mixed multiple dependent state sampling plan based on the process capability index is presented for a quality characteristic of interest follows a normal distribution. The parameters of the proposed plan are determined with regard to the producer's and consumer's risks for specified values of acceptable quality level and limiting quality level. Tables containing parameters of the proposed plan are provided for symmetry and asymmetry cases. The advantages of the proposed plan over the attribute plan in terms of the sample size are discussed. An industrial example is given to explain the proposed procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNormal distribution. =650 \0$aProcess capability index. =650 \0$aDistribution (Probability theory) =650 \0$aMultivariate analysis. =650 14$aNormal distribution. =650 24$aProcess capability index. =650 24$aMultiple dependent state plan. =650 24$aProducer and consumer risks. =700 1\$aBalamurali, Saminathan,$eauthor. =700 1\$aAzam, Muhammad,$eauthor. =700 1\$aRao, G. Sirnvasa,$eauthor. =700 1\$aJun, Chi-Hyuck,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130009.htm =LDR 03559nab a2200529 i 4500 =001 JTE20130217 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130217$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130217$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT55.47.O42 =082 04$a620.0044$223 =100 1\$aLiao, Mao-Sheng,$eauthor. =245 10$aImproving the Management and Operational Success of the Third Party Logistics Industry in Taiwan :$bApplication of Fuzzy Quality Function Deployment /$cMao-Sheng Liao, Shu-Chen Lin, Gin-Shuh Liang, Chin-Yuan Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b78 =520 3\$aThe main purpose of this paper is to illustrate the application of the fuzzy quality function deployment (FQFD) approach to identify the technical requirements for improving the management and operational success of a third-party logistics (3PL) industry. First, the questions of "what" the key success factor (KSF) needs may be and "how" the technical requirements should be made are emphasized on a house of quality matrices. Then, to effectively grasp the inherent fuzziness of human judgments and preferences, the systematic steps using FQFD are proposed. Subsequently, an empirical study of 3PL industry in Taiwan is utilized to demonstrate the systematic steps. This study's results show that the five major technical requirements for improving the management and operational success requirements of 3PL industry are: (1) professional capability of service personnel, (2) complete information system, (3) good customer communication network, (4) superb technology and management skills, and (5) operational process optimization capability. In addition, this study also provides suggestions concerning the top five technical requirements for improving management and operational success in meeting KSF needs. These can be considered to be the key points for the operation and management planning of companies in the 3PL industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKey success factor. =650 \0$aThird party logistics. =650 \0$aTriangular fuzzy number. =650 \0$aQuality function deployment$xFuzzy logic. =650 \0$aFuzzy logic$xQuality function deployment. =650 14$aFuzzy quality function deployment. =650 24$aKey success factor. =650 24$aThird party logistics. =650 24$aTriangular fuzzy number. =700 1\$aLin, Shu-Chen,$eauthor. =700 1\$aLiang, Gin-Shuh,$eauthor. =700 1\$aChen, Chin-Yuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130217.htm =LDR 02875nab a2200541 i 4500 =001 JTE20120007 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120007$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120007$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD1761 =082 04$a338.10973$223 =100 1\$aXiangguo, Wu.,$eauthor. =245 10$aUltrasonic Testing Transformation Model of High Performance Fiber Reinforced Cementitious Composite /$cWu. Xiangguo, Zou Yongchao, Yu. Qun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aAccording to the homogeneous assumption of a material dispersed medium, a model named as an equivalent sandwich layer model was proposed in this paper for high performance fiber reinforced cementitious composite (HPFRCC). The velocity of ultrasonic waves in HPFRCC was transformed into the equivalent wave velocity value in normal mortar. The ultrasonic testing technique for HPFRCC was then constituted based on modern ultrasonic testing code. From the comparisons of strength between the model predictions and tests, it was shown that the ultrasonic testing method based on the sandwich layer model is feasible for HPFRCC. The model proposed in this paper may be a basis for the establishment of nondestructive testing technology for HPFRCC structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aStrength. =650 \0$aFiber reinforced. =650 \0$aUltrasonic method. =650 \0$aFiberplants$xResearch grants$zUnited States. =650 \0$aBUSINESS & ECONOMICS$xIndustries$xAgribusiness. =650 14$aUltrasonic method. =650 24$aFiber reinforced. =650 24$aConcrete. =650 24$aStrength. =650 24$aWave velocity transformation conversion. =700 1\$aYongchao, Zou,$eauthor. =700 1\$aQun, Yu.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120007.htm =LDR 03168nab a2200505 i 4500 =001 JTE20130236 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130236$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130236$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aMahmoudi, A. H.,$eauthor. =245 12$aA Novel Method to Determine Material Properties and Residual Stresses Simultaneously Using Spherical Indentation /$cA. H. Mahmoudi, M. Ghanbari-Matloob, S. H. Nourbakhsh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aSpherical indentation is one of the non-destructive techniques that has gained great interest among researchers in recent years. Spherical indentation is inexpensive and quick and can provide a fairly accurate estimation of in-plane residual stresses. This method has typically been used to characterize material properties. However, the application of the technique to measure residual stresses has also been practiced. In this paper, the parameters of Hollomon's equation and residual stresses were determined using the load-penetration (P-h) curve technique obtained from a single loading-unloading spherical indentation test. Artificial Neural Networks (ANN) were employed to achieve the best results from the data. Neural networks are trained using the data from a series of finite element analyses. An exponential equation is then fitted to the loading curve. Having the fitted equation and the trained neural networks, the residual stresses and the material characteristics were found simultaneously. An important benefit of this method was that it could be used with no requirement for a reference stress-free sample. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFinite element. =650 \0$aMaterial characteristics. =650 \0$aResidual stresses. =650 \0$aSpherical indentation. =650 14$aSpherical indentation. =650 24$aResidual stresses. =650 24$aFinite element. =650 24$aMaterial characteristics. =700 1\$aGhanbari-Matloob, M.,$eauthor. =700 1\$aNourbakhsh, S. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130236.htm =LDR 03615nab a2200625 i 4500 =001 JTE20130077 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130077$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130077$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.22 =082 04$a543$223 =100 1\$aPadhy, G. K.,$eauthor. =245 10$aRapid Determination of Diffusible Hydrogen in Steel Welds Using a Modified Gas Chromatography Facility /$cG. K. Padhy, V. Ramasubbu, S. K. Albert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aA new procedure that makes use of a modified hot extraction module for the rapid extraction of diffusible hydrogen and a conventional gas chromatograph for its measurement has been developed for the determination of diffusible hydrogen contents in welds. Using this procedure, diffusible hydrogen measurements were carried out for weld specimens prepared by depositing weld metal using electrodes having diffusible hydrogen contents in the range of 4 to 29 ml per 100 g. The results obtained show one-to-one correspondence with the results obtained when using the ISO 3690 mercury method. Further, following the recommendation of ISO 3690, the results obtained using both methods were statistically analyzed via Student's t test. The analysis showed, with a confidence level better than 95 %, that the results obtained via the new procedure were as accurate and reproducible as those of the standard method. The hot extraction chamber and the gas chromatograph can be integrated easily into a dedicated diffusible hydrogen measurement system. This new procedure has the potential to replace the time-consuming mercury method and the commercially available hot extraction method currently employed for measuring diffusible hydrogen contents in welding consumables. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aHot extraction. =650 \0$aMercury method. =650 \0$aReproducibility. =650 \0$aGas chromatograph. =650 \0$aWelding consumable. =650 \0$aDiffusible hydrogen. =650 \0$aChemistry, Analytic. =650 \0$aGas chromatography. =650 \0$aHigh performance liquid chromatography. =650 \0$aHydrogen-ion concentration$xMeasurement. =650 14$aDiffusible hydrogen. =650 24$aWelding consumable. =650 24$aHot extraction. =650 24$aGas chromatograph. =650 24$aMercury method. =650 24$aAccuracy. =650 24$aReproducibility. =700 1\$aRamasubbu, V.,$eauthor. =700 1\$aAlbert, S. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130077.htm =LDR 03224nab a2200613 i 4500 =001 JTE20120332 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120332$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120332$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.Z65 =082 04$a620.1/89352$223 =100 1\$aKalpana Nayak, I.,$eauthor. =245 10$aModified Approach for Quantitative Texture Evaluation in Case of Transverse Textured Zirconium Alloy Tubes /$cI. Kalpana Nayak, S. V. Ramana Rao, K. Kapoor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe crystallographic texture of fabricated components from zirconium alloy has a significant effect on their in-service performance because of texture-dependent properties. Quantitative characterization of this texture in various zirconium alloy tube samples was conducted using pole figure technique and Kearns methodology. Corresponding texture parameters were calculated for both the methods and were found to be similar for samples with strong radial texture. However, the same was not true for samples with transverse texture because of a defocusing error coming due to the geometry of a conventional pole figure technique. Hence, a modified method for such samples by pole figure method was developed which, in addition, solved the difficulties associated with both sample preparation and experiment for the Kearns method or complete pole figure method to a great extent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPole figure. =650 \0$aPressure tube. =650 \0$aRadial texture. =650 \0$aZirconium alloy. =650 \0$aTransverse texture. =650 \0$aQuantitative texture. =650 \0$aKearns' "f" parameter. =650 \0$aZirconium alloys$xHydrogen content. =650 \0$aZirconium alloys$xFracture. =650 \0$aNuclear reactors$xMaterials. =650 14$aZirconium alloy. =650 24$aRadial texture. =650 24$aTransverse texture. =650 24$aPole figure. =650 24$aKearns' "f" parameter. =650 24$aPressure tube. =650 24$aQuantitative texture. =700 1\$aRamana Rao, S. V.,$eauthor. =700 1\$aKapoor, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120332.htm =LDR 03427nab a2200541 i 4500 =001 JTE20130057 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130057$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130057$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.8$223 =100 1\$aBahadori, A. M.,$eauthor. =245 12$aA Phenomenological Fatigue Performance Model of Asphalt Mixtures Based on Fracture Energy Density /$cA. M. Bahadori, A. Mansourkhaki, M. Ameri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aIn this study the fatigue performance of asphalt mixtures was interpreted based on fracture energy density. Recent studies indicate that the fracture energy from indirect tension tests correlates with the field performance of asphalt concrete. The fracture energy density was obtained from indirect tensile strength tests, and the fatigue performance of asphalt mixtures was evaluated with four-point bending beam fatigue tests implemented at three different strain levels. Two different asphalt mixtures with varying binder contents were tested during this study. Test results showed that the fracture energy density could be an appropriate material property in phenomenological fatigue models. Thus a phenomenological fatigue model based on fracture energy density is presented, and this approach could be advantageous because a simple fatigue model based on fracture energy density does not require time-consuming fatigue tests. For comparison purposes, the various types of fatigue models were evaluated, and fatigue models based on fracture energy density and dissipated energy showed rather high prediction accuracy. In general, fatigue models based on the energy concept have the least dependence on material properties and can predict the fatigue lives of asphalt mixtures without changing coefficients. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue models. =650 \0$aAsphalt mixtures. =650 \0$aFracture energy density. =650 \0$aPavements, Asphalt$xFatigue. =650 \0$aAsphalt$xFatigue. =650 \0$aHot mix paving mixtures. =650 \0$aFatigue limit. =650 14$aAsphalt mixtures. =650 24$aFracture energy density. =650 24$aIndirect tensile strength test. =650 24$aFatigue models. =700 1\$aMansourkhaki, A.,$eauthor. =700 1\$aAmeri, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130057.htm =LDR 03331nab a2200505 i 4500 =001 JTE20130143 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130143$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130143$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/77$223 =100 1\$aLink, Richard E.,$eauthor. =245 10$aRound-robin Analysis of Standard Data Sets for Fracture Toughness Evaluation in ASTM E1820 /$cRichard E. Link. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA set of standard data sets from typical fracture toughness tests was used in an analytical round-robin to determine whether the proposed data sets were suitable for use as adjuncts to ASTM E1820-09, "Standard Test Method for the Measurement of Fracture Toughness." Four laboratories participated in the round-robin and submitted analyses of all of the data sets. The results showed good agreement among the laboratories on the individual J-integral calculations and crack size estimates. However, small differences in the estimated crack extension during the tests led to large uncertainty in the calculated fracture toughness of up to 20 % of the mean value of the fracture toughness from all of the laboratories for the data set. A synthesized test record that eliminated the nonlinear behavior commonly observed in unloading compliance test records was developed and distributed to the participants. There was excellent agreement among the results from all participants for the synthesized data set. The standard data sets were determined to be suitable for validating analysis programs for calculating fracture toughness in accordance with ASTM E1820. The uncertainty in the calculated fracture toughness could be reduced by prescribing in the test method exactly which data points in an unload are to be used for estimating the crack length, rather than letting the user decide which data points to include. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-R curve. =650 \0$aJ-integral. =650 \0$aUnloading compliance. =650 \0$aNondestructive testing. =650 \0$aSteel$xTesting. =650 \0$aPressure vessels$xTesting. =650 14$aUnloading compliance. =650 24$aJ-integral. =650 24$aJIc. =650 24$aJ-R curve. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130143.htm =LDR 03289nab a2200673 i 4500 =001 JTE20130334 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130334$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130334$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aNarita, Fumio,$eauthor. =245 10$aLoading Rate-Dependent Fracture Properties and Electrical Resistance-Based Crack Growth Monitoring of Polycarbonate Reinforced with Carbon Nanotubes Under Tension /$cFumio Narita, Yasuhide Shindo, Tomo Takeda, Yu. Kuronuma, Kazuaki Sanada. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThis paper presents a combined numerical-experimental study on the loading rate-dependent fracture behavior of cracked carbon nanotube (CNT)-based polymer composites under tension. Tensile tests at various loading rates were conducted on single-edge cracked plate specimens of CNT/polycarbonate composites. The electrical resistance change of the composite specimens was utilized to capture the crack behavior during the tests. An elastic-plastic finite element analysis was also employed to determine the fracture properties by means of the J-integral. In addition, scanning electron microscopy (SEM) observation was implemented to assess the fracture mechanisms of the CNT-based polymer composites under the different loading rates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aModeling. =650 \0$aSelf-sensing. =650 \0$aMesomechanics. =650 \0$aCarbon nanotubes. =650 \0$aMaterial testing. =650 \0$aElectrical properties. =650 \0$aPolymermatrix composites. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aStrains and stresses$xTesting. =650 \0$aFatigue. =650 \0$aMaterials. =650 14$aMesomechanics. =650 24$aMaterial testing. =650 24$aModeling. =650 24$aCarbon nanotubes. =650 24$aPolymermatrix composites. =650 24$aElectrical properties. =650 24$aFracture. =650 24$aSelf-sensing. =700 1\$aShindo, Yasuhide,$eauthor. =700 1\$aTakeda, Tomo,$eauthor. =700 1\$aKuronuma, Yu.,$eauthor. =700 1\$aSanada, Kazuaki,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130334.htm =LDR 03144nab a2200541 i 4500 =001 JTE20130227 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130227$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130227$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aJihong, Liu,$eauthor. =245 10$aMeasurement of High Rotating Speed of Ring Spinning Frame /$cLiu Jihong, Song Xiaoliang, Yang Yi, Zhang Mingxia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aRotating status of the traveler of a ring spinning system has previously been analyzed by many researchers with emphasis primarily on the property of the mechanism, twist propagation in a yarn, and theoretical analysis of the result. Little attention has been paid to physical measurements of rotating parameters and other validation tests. In this paper, we put forward a measurement method of rotating speed to investigate the traveler's speed variations and other dynamic behaviors. Spinning yarn experiments are conducted by normal, exceptional subjects, and spinning position for comparison in which associated rotating speed is measured and analyzed. The results indicated that in the traverse of the ring bar of a spinning process, system signal after noise filtering fluctuated about 0 V, while the range of signals produced by the traveler was about 1.5 V for all of statuses and the distance of pulse was stability. The maximum amplitudes of signals increased gradually along with the ring bar went up. On the contrary, the maximum amplitudes of signals decreased gradually along with the ring bar, which also went down. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTraveler. =650 \0$aMeasurement. =650 \0$aRotating speed. =650 \0$aRing spinning. =650 \0$aHigh Rotating Speed. =650 \0$aRing Spinning Frame. =650 14$aRing spinning. =650 24$aTraveler. =650 24$aRotating speed. =650 24$aMeasurement. =700 1\$aXiaoliang, Song,$eauthor. =700 1\$aYi, Yang,$eauthor. =700 1\$aMingxia, Zhang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130227.htm =LDR 03493nab a2200541 i 4500 =001 JTE20120325 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120325$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120325$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA780 =082 04$a624.154 UKD$223 =100 1\$aChoi, Yongkyu,$eauthor. =245 10$aDetermination of Loading Capacities for Bi-directional Pile Load Tests Based on Actual Load Test Results /$cYongkyu Choi, Moon S. Nam, Tae-Hyung Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b84 =520 3\$aA bi-directional pile load test (PLT) is regarded as the most reliable method for verifying the design capacity of a large-diameter drilled shaft. The loading capacity is often improperly set while conducting this test, leading to inadequate verification of appropriate design capacities for large-diameter drilled shafts. This problem necessitates a new, rational method for estimating the loading capacity for bi-directional PLTs. In this study, results of numerous bi-directional PLTs conducted by different researchers were analyzed for their failure patterns, load increasing ratios, loading capacity increasing ratios, and sufficiency ratios of the design load. The results indicate that most failure patterns involved a lack of loading capacity. In our assessment, the load increasing and loading capacity increasing ratios were less than 2, confirming that the maximum equivalent test load is not always twice the total bi-directional load. Hence, it is difficult to verify the design capacity using the current planned loading capacity. An analysis of the sufficiency ratios of the design load revealed that 18.6 % of the test results did not satisfy the requirement. To eliminate the uncertainties in verifying the design load, the one-directional loading capacity should be at least 2.5 times the design load. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoading capacity. =650 \0$aLoad increasing ratios. =650 \0$aPile drivers. =650 \0$aPiling (Civil engineering)$xEvaluation. =650 \0$aPile tests. =650 14$aBi-directional pile load tests. =650 24$aLoading capacity. =650 24$aMaximum equivalent test load. =650 24$aLoad increasing ratios. =650 24$aLoading capacity increasing ratios. =650 24$aSufficiency ratios of design load. =700 1\$aNam, Moon S.,$eauthor. =700 1\$aKim, Tae-Hyung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120325.htm =LDR 03281nab a2200505 i 4500 =001 JTE20130121 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130121$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130121$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8$223 =100 1\$aSerigos, Pedro A.,$eauthor. =245 10$aEvaluation of Rut-Depth Accuracy and Precision Using Different Automated Measurement Systems /$cPedro A. Serigos, Michael Murphy, Jorge A. Prozzi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aCollecting accurate rutting data is important to assess network-level pavement conditions and to determine maintenance and rehabilitation needs and funding levels to optimize the use of available economic resources. The technical objective of this study was the assessment of the rut-depth (RD) accuracy and precision of different continuous automated systems (CASs), which represent the state-of-the-art for the automated data collection of rutting and discrete automated systems (DASs), which are still used by several departments of transportation in the United States. The RD values analyzed in this study were obtained by: (1) field measurements at highway speeds using five different optical CASs, and (2) calculation simulating the use of DASs with different configurations. The analysis of the first type of values assessed the closeness of the RD produced by the different CASs to the RD manually measured for this study. The analysis of the second type of values assessed the effects of the number of sensors and the width of measurement on the accuracy and precision of the DASs. In addition, the impact of the RD accuracy and precision on the assessed pavement condition at the network level was analyzed for both the CAS that participated in the experiment and the simulated DAS. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTransverse profile. =650 \0$aPavements$xTesting. =650 \0$aProfilometer. =650 \0$aSurface course (Pavements) =650 \0$aRutting. =650 14$aRut. =650 24$aTransverse profile. =650 24$aAutomated rut measurement system. =700 1\$aMurphy, Michael,$eauthor. =700 1\$aProzzi, Jorge A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130121.htm =LDR 03292nab a2200517 i 4500 =001 JTE20130259 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130259$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130259$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aJS113 =082 04$a320.85$223 =100 1\$aChen, Kuen-Suan,$eauthor. =245 12$aA Novel Approach Based on Performance Influence for Evaluating Criteria of Service Quality /$cKuen-Suan Chen, Kung-Jeng Wang, Tsang-Chuan Chang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b44 =520 3\$aService quality is becoming increasingly important, largely determining whether customers patronize a company. However, each customer has a particular level of demand for a service, which requires that companies provide services with diverse characteristics to satisfy the needs of customers. This shows that customer satisfaction is the overall appraisal of companies, performed by customers after experiencing the services. Thus, to improve service quality, companies first understand the influence between individual satisfaction and overall satisfaction. Based on this concept, this study employees the SERVQUAL questionnaire to gauge the satisfaction of customers toward individual service items as well as their overall satisfaction and constructed a performance influence matrix to evaluate poor service performance. We further proposed a priority improvement evaluation index to confirm critical issues affecting service quality. Our proposed approach can aid companies to improve service quality effectively. Managers can also achieve the objective of management and development by understanding evaluation index. A case study involving a long-term care institution is discussed to demonstrate the applicability of the proposed framework in practice. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSERVQUAL. =650 \0$aService quality. =650 \0$aCustomer satisfaction. =650 \0$aPerformance influence. =650 14$aService quality. =650 24$aCustomer satisfaction. =650 24$aPerformance influence. =650 24$aSERVQUAL. =650 24$aPerformance influence matrix. =700 1\$aWang, Kung-Jeng,$eauthor. =700 1\$aChang, Tsang-Chuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130259.htm =LDR 03283nab a2200577 i 4500 =001 JTE20130079 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130079$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130079$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC173.458.C78 =082 04$a530.4/17$223 =100 1\$aMaleki-Jirsaraei, N.,$eauthor. =245 10$aViscous Fingering in LAPONITE® and Mud /$cN. Maleki-Jirsaraei, M. Erfani, F. Ghane-Golmohamadi, R. Ghane-Motlagh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aWe have studied the Saffman-Taylor instability for LAPONITE® and mud in a rectangular Hele-Shaw cell. The experiments showed several fingering patterns that did not obey the classical theory of Saffman-Taylor instability. LAPONITE® fingers at high and low shear rates showed shear thinning and shear thickening behavior, respectively. This result is in agreement with rheological analyses. The results of both rheology and Hele-Shaw experiments show a diversion point in the shear viscosity diagram at a specific shear rate. The generalized Darcy's law for shear thinning fluid in which the viscosity is a function of shear rate can be used to measure viscosity. The validity of this approach was tested using three Newtonian fluids (detergent, oil, and clothing conditioner) and one non-Newtonian fluid (LAPONITE®). These analyses on LAPONITE® as a non-Newtonian fluid verified that the generalized Darcy's law is in good agreement with rheological analysis in the shear thinning region. In contrast, the mud suspension showed Newtonian behavior at all pressure gradients. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHele-Shaw cell. =650 \0$aViscose fingers. =650 \0$aShear thinning fluid. =650 \0$aShear thickening fluid. =650 \0$aMud. =650 \0$aSediment transport$xMathematical models. =650 \0$aViscous flow. =650 \0$aWater waves. =650 14$aSaffman-Taylor instability. =650 24$aViscose fingers. =650 24$aHele-Shaw cell. =650 24$aShear thinning fluid. =650 24$aShear thickening fluid. =700 1\$aErfani, M.,$eauthor. =700 1\$aGhane-Golmohamadi, F.,$eauthor. =700 1\$aGhane-Motlagh, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130079.htm =LDR 03177nab a2200553 i 4500 =001 JTE20130155 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130155$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130155$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA274.75 =082 04$a519.2/33$223 =100 1\$aWang, Kuo-Hsiung,$eauthor. =245 10$aDiffusion Approximation for G/G/R Machine Repair Problems with Balking and Reneging /$cKuo-Hsiung Wang, Chi-Yuan Chung, Dong-Yuh Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis paper analyzes the G/G/R machine repair problems with balking and reneging via diffusion approximation. Failed machines balk (do not enter) with a constant probability and renege (leave the queue after entering) according to a general distribution. Failure and repair times of the machines are also generally distributed. We obtain steady-state diffusion equations from the Fokker-Planck equations. In heavy traffic conditions, the approximate expressions for the diffusion parameters of the diffusion equations are obtained by the renewal theory. The analysis assumes heavy traffic conditions, that is, the number of failed machines in the repair state is nonempty in most cases all the time. We develop the expressions for the approximate probability density functions of the number of failed machines in the system. An accuracy comparison is performed between the diffusion approximation results and exact results of the M/M/R machine repair model with balking and exponential reneging times. Finally, numerical examples are given for illustration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBalking. =650 \0$aReneging. =650 \0$aHeavy traffic. =650 \0$aDiffusion approximation. =650 \0$aDiffusionprocesses. =650 \0$aStochastic differential equations. =650 \0$aApproximationtheory. =650 14$aBalking. =650 24$aDiffusion approximation. =650 24$aG/G/R machine repair problem. =650 24$aHeavy traffic. =650 24$aReneging. =700 1\$aChung, Chi-Yuan,$eauthor. =700 1\$aYang, Dong-Yuh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130155.htm =LDR 03189nab a2200553 i 4500 =001 JTE20130286 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130286$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130286$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH499 =082 04$a571.889$223 =100 1\$aYang, Dongmei,$eauthor. =245 10$aCalcination of Intercalated Talcite and Its Effect on the Adsorption of Abietate from Aqueous Solution /$cDongmei Yang, Haijian Yuan, Zhanqian Song, Xueren Qian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aIntercalated talcite was calcinated and its effect on the adsorption of abietate from aqueous solution was evaluated in this study. The amount of adsorbed abietate increased with increasing calcination temperature from 300°C to 500°C but decreased with increasing calcination temperature from 500°C to 600°C. Less abietate was adsorbed on anion-intercalated talcites than on their calcined products, except for sulfate anions. The calcined products of organic anion-intercalated talcites possessed a strong abietate-adsorption ability. The abietic acid existed in both colloidal and dissolved states. The regeneration ability of the abietate adsorbed by calcined talcite was poorer, and only about 20 % of the original adsorption amount was retained after five use cycles. The adsorption mechanism of abietate on the calcined talcites (i.e., the partial structure reconstruction of the calcined talcites) was proposed based on x-ray diffraction analysis. The calcined talcites had good long-term structural stability in the atmospheric medium. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdsorptivity. =650 \0$aCalcined talcites. =650 \0$aRegeneration ability. =650 \0$aRegenerativeability. =650 \0$aRegeneration. =650 \0$aEnvironmental stability. =650 14$aCalcined talcites. =650 24$aAbietate. =650 24$aAdsorptivity. =650 24$aRegeneration ability. =650 24$aEnvironmental stability. =700 1\$aYuan, Haijian,$eauthor. =700 1\$aSong, Zhanqian,$eauthor. =700 1\$aQian, Xueren,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130286.htm =LDR 02906nab a2200505 i 4500 =001 JTE20120323 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120323$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120323$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aLee, Wei-Tsong,$eauthor. =245 10$aNondestructive Evaluation of Buried Dielectric Cylinders by Asynchronous Particle Swarm Optimization /$cWei-Tsong Lee, Chi-Hsien Sun, Chien-Ching Chiu, Jyun-Fu Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aThis paper presents the study of time domain inverse scattering for a two-dimensional inhomogeneous dielectric cylinder buried in a slab medium via the finite difference time domain (FDTD) method and the asynchronous particle swarm optimization (APSO) method. For the forward scattering part, the FDTD method was employed to calculate the scattered E fields. Base on the scattering fields, these inverse scattering problems were transformed into optimization problems. The APSO method was applied to reconstruct the permittivity of the two-dimensional inhomogeneous dielectric cylinder. In addition, the effects of Gaussian noise on the reconstruction results were investigated. Numerical results show that even when the measured scattered fields were contaminated with Gaussian noise, APSO was able to yield good reconstructed quality. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNondestructive testing. =650 \0$aQuality control. =650 \0$aEngineering inspection. =650 14$aFDTD. =650 24$aAsynchronous particle swarm optimization (APSO) =650 24$aInhomogeneous dielectric cylinders. =650 24$aTime domain inverse scattering. =700 1\$aSun, Chi-Hsien,$eauthor. =700 1\$aChiu, Chien-Ching,$eauthor. =700 1\$aLi, Jyun-Fu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120323.htm =LDR 04013nab a2200529 i 4500 =001 JTE20130159 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130159$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130159$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aHenry, Todd C.,$eauthor. =245 10$aDetermination of Effective Ply-level Properties of Filament Wound Composite Tubes Loaded in Compression /$cTodd C. Henry, Charles E. Bakis, Edward C. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aFlexible matrix composites are a class of fiber-reinforced polymers characterized by a low modulus of elasticity and high ultimate strain of the matrix material. Such composites are attractive for power transmission shafts, which are commonly made via processes that cause undulation (waviness) along the path of the reinforcement fibers, such as filament winding and braiding. Fiber undulations can be expected to reduce the in situ modulus and strength of the composite material in the fiber direction. The reported investigation proposes and evaluates a method for determining the effective in situ properties of the plies in filament wound tubes so that classical lamination theory (CLT) can be used to calculate effective ply-level stresses and to predict the overall modulus and strength of tubes loaded in axial compression. An experimental method is proposed to back-calculate the undulation-influenced ply properties from representative filament wound tubes using CLT together with other required ply properties determined via simpler conventional tests. This approach, along with an interactive failure criterion proposed to predict fiber microbuckling in the presence of combined compression and shear on the fibers, is able to accurately predict the axial compressive modulus and strength of a variety of tubes made with different winding angles and matrix moduli. In general, the fiber-direction compressive strength of the composites increased with increasing matrix modulus and decreased in the presence of undulation. The reduction in strength due to undulation was more apparent with increasing matrix modulus. The fiber-direction modulus of elasticity was not very sensitive to matrix modulus in undulated composites. Undulation reduced the fiber-direction modulus significantly relative to unidirectional composites, although the percent reduction could not be correlated with matrix modulus. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompression. =650 \0$aSpecimen design. =650 \0$aFilament wound composite. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aFilament wound composite. =650 24$aCompression. =650 24$aSpecimen design. =650 24$aProperty characterization. =700 1\$aBakis, Charles E.,$eauthor. =700 1\$aSmith, Edward C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130159.htm =LDR 02762nab a2200493 i 4500 =001 JTE20130291 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130291$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130291$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL295 =082 04$a629.2/482$223 =100 1\$aChen, Xianhua,$eauthor. =245 10$aFrom Texture to Skid Resistance :$bA Multi-Scale Modeling Approach /$cXianhua Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aReal-time measurement of the tire-road friction coefficient is extremely valuable for road-maintenance operations and highway safety management. This paper presents a systematic framework to predict skid resistance of wet pavement with a non-contact method, which could be a potential approach for real-time measurements of pavement friction. The grip potential of pavement is estimated according to the measured pavement texture based on theoretical simulation of the complete hysteresis and partial adhesive effects during tire sliding on wet pavement. Such a method could be potentially used for the purpose of harmonization analysis of skid resistance and potential capability of optimization of pavement surface texture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSkid resistance. =650 \0$aNon-contact method. =650 \0$aPartial adhesive effect. =650 \0$aAutomobiles$xSkidding. =650 \0$aPavements$xSkid resistance. =650 14$aSkid resistance. =650 24$aNon-contact method. =650 24$aPavement texture complete hysteresis effect. =650 24$aPartial adhesive effect. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130291.htm =LDR 03292nab a2200553 i 4500 =001 JTE20130296 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130296$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130296$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQB603.C7 =082 04$a551.4/4$223 =100 1\$aBusch, Courtney L.,$eauthor. =245 10$aExperimental Evaluation of Cratering and Ground Vibration in Clay Soils Subjected to Explosive Airblast Loading /$cCourtney L. Busch, Catherine T. Aimone-Martin, Rafiqul A. Tarefder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis study focused on the ground response of clay soils in confined conditions subjected to explosive airblast loading through small-scale field experiments. Laboratory testing was also performed to characterize the soils used during field testing and obtain material properties for future work. A total of 33 suspended explosive blasts were conducted with explosive masses ranging from 0.9 to 100.9 g and two heights of suspension of 2.5-7.6 cm above the clay surface. The field instrumentation consisted of subsurface triaxial geophones and surface airblast sensors. Results of the study included surface crater geometry measurements, ground vibration data, and air overpressure data. Crater diameters ranged from 3.8 to 22.9 cm, while crater depth ranged from 0.8 to 8.4 cm. Crater volumes ranged from 32.1 to 1720.6 cm3. Peak particle velocity (PPV) decreased with depth and ranged from 1.0 to 40.2 cm/s. The results of the experiment provided a data set that could be used to predict the effects of airblast loads on clay soils. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClay soil. =650 \0$aGround vibration. =650 \0$aExplosive airblast. =650 \0$aSmall scale blasts. =650 \0$aCratering. =650 \0$aPlanets$xGeology. =650 \0$aImpact. =650 14$aExplosive airblast. =650 24$aCratering. =650 24$aGround vibration. =650 24$aClay soil. =650 24$aSmall scale blasts. =700 1\$aAimone-Martin, Catherine T.,$eauthor. =700 1\$aTarefder, Rafiqul A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130296.htm =LDR 03105nab a2200565 i 4500 =001 JTE20130224 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130224$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130224$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1815 =082 04$a681/.25$223 =100 1\$aZhu, X. Y.,$eauthor. =245 12$aA Novel Method of Measuring Fat Content in Soybean Milk Based on Y-Type Optical Fiber Sensor /$cX. Y. Zhu, Z. M. Zhao, L. X. Wang, L. Zhang, Y. S. Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aA new method of measuring fat content in soybean milk at room temperature (25°C) based on the Y-type optical fiber sensor is presented. The measurement system consists of a light source, Y-type optical fiber sensor, detector, thermoelectric cooler (TEC), preamplifier, second-level amplifier, A/D converter, and microprocessor. Based on the Mie theory, the diffuse reflection light intensity is adopted as the optical parameter representing the fat content in soybean milk. In this way the standard model of the system was established based on the diffuse reflection light intensity (the output voltage) of 40 soybean milk samples with different fat content. A prediction was also made to verify the measurement accuracy of the system (the prediction errors are within ±3 % of results). Results of this study indicate the feasibility of using this technology for soybean milk fat analysis that is suitable for the milk laboratory or field analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFat content. =650 \0$aSoybean milk. =650 \0$aData modeling. =650 \0$aY-type optical fiber. =650 \0$aOpticalfiberdetectors. =650 \0$aFaseroptischerSensor. =650 \0$aY-Type Optical Fiber Sensor. =650 14$aFat content. =650 24$aY-type optical fiber. =650 24$aSoybean milk. =650 24$aData modeling. =700 1\$aZhao, Z. M.,$eauthor. =700 1\$aWang, L. X.,$eauthor. =700 1\$aZhang, L.,$eauthor. =700 1\$aYu, Y. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130224.htm =LDR 03312nab a2200565 i 4500 =001 JTE20130149 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130149$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130149$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE520 =082 04$a625.8$223 =100 1\$aChai, Gary W.,$eauthor. =245 10$aIn Situ Assessment of Pavement Subgrade Using Falling Weight Deflectometer /$cGary W. Chai, Rudi van Staden, Yew-Chaye Loo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThe stiffness modulus and density of pavement subgrade contribute significantly to the long-term performance of a pavement structure. Subgrade functions primarily as a support for road pavement structures. Poor performance of the pavement structure is often a result of a lack of quality control during the construction of the subgrade layer. This paper presents a case study in which a falling weight deflectometer (FWD) test was used to evaluate whether the subgrade layer had achieved the required design stiffness modulus and density during construction. The characteristics of the FWD deflection basins were analyzed and the stiffness modulus was back-calculated using the CIRCLY5 pavement analysis program. The problems associated with FWD testing directly on subgrade are discussed, and an appropriate test load is proposed. Deflection-based models are developed by relating the FWD center deflection with the in situ stiffness modulus and density of the subgrade layer. A dynamic cone penetrometer test was carried out to determine the in situ stiffness modulus, and the results are compared with the back-calculated stiffness from CIRCLY5. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement subgrade. =650 \0$aStiffness modulus. =650 \0$aCompaction density. =650 \0$aDynamic cone penetrometer. =650 \0$aCondition surveys. =650 \0$aPavement performance. =650 \0$aSubgrade (Pavements) =650 14$aPavement subgrade. =650 24$aFalling weight deflectometer. =650 24$aDynamic cone penetrometer. =650 24$aStiffness modulus. =650 24$aCompaction density. =650 24$aCIRCLY5. =700 1\$avan Staden, Rudi,$eauthor. =700 1\$aLoo, Yew-Chaye,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130149.htm =LDR 03245nab a2200529 i 4500 =001 JTE20130242 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130242$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130242$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.R4 =082 04$a620.1/36$223 =100 1\$aMo, Zunli,$eauthor. =245 10$aMechanical Properties of Epoxy Resin/PMMA/SiO2 Dental Composites /$cZunli Mo, Xiaobo Zhu, Shujuan Meng, Ruibin Guo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aEpoxy resin/ Thermoplastic polymethyl methacrylate (PMMA)/SiO2 dental composites were synthesized successfully at last after the following two steps: polymerization of MMA act as the initiator at this first process. Then the obtained PMMA was incorporated into epoxy resin and SiO2 to prepare the hybrid thermosets. The structural characteristics of epoxy resin/PMMA/SiO2 composites were characterized by Fourier transform infrared spectroscopy (FT-IR), scanning electron microscopy (SEM), and X-ray diffraction (XRD). What is more, the mechanical properties and water solubility of the composites have also been tested. It is found that the stability has been improved after adding SiO2 nanoparticles. In addition, the mechanical properties of composites which were modified by silica indicated that the mechanical properties of materials could be improved after preprocessing of SiO2 nanoparticles in epoxy resin/PMMA composites. Interference of epoxy resin produced magnetic adsorption and chemical reaction with the existence of hydroxyls, ether bonds and epoxy groups. In conclusion, the improvement in surface properties was ascribed to the enrichment of epoxy resin moiety on the surface of the nanostructured thermosets. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermoset materials. =650 \0$aMechanical properties. =650 \0$aEpoxy resins. =650 \0$aResin concrete. =650 \0$aDental Composites. =650 14$aDental composites. =650 24$aPMMA. =650 24$aThermoset materials. =650 24$aMechanical properties. =700 1\$aZhu, Xiaobo,$eauthor. =700 1\$aMeng, Shujuan,$eauthor. =700 1\$aGuo, Ruibin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130242.htm =LDR 03644nab a2200613 i 4500 =001 JTE20130196 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130196$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130196$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.85$223 =100 1\$aLi, Feng,$eauthor. =245 10$aField Investigation and Laboratory Evaluation of Asphalt Pavement Crack Seal Band /$cFeng Li, Tinggang Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aCrack sealing and filling are two of the main traditional techniques of asphalt pavement preventive maintenance. However, these techniques have the shortcomings of low operating efficiency and poor performance such as secondary cracking and edge failure. In this paper, the investigation results of field performance of crack seal band are presented. The seal band is a promising material of crack repair because it results in fewer secondary cracks and greater operating efficiency (two to four times more efficient than crack sealing). However, the field investigation also revealed four major failure modes of seal band, namely, unevenness, cohesion failure, adhesion failure, and pullout that provide the demand to carry out laboratory studies on the properties of seal band material. The following standards are referenced in the studies: (1) standard of hot-applied sealant, (2) standard of building waterproof roll, and (3) standards of related enterprises. Six evaluating test methods are put forward based on the laboratory studies, including: thickness meterage, width meterage, cone penetration test, softening point test, pullout test, and bond test. Fifteen seal band samples are tested in a laboratory evaluation. Based on the field investigation and test results, the technical requirements of different seal bands used in different areas are proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aSeal band. =650 \0$aFailure mode. =650 \0$aEvaluation method. =650 \0$aField performance. =650 \0$aTechnical requirement. =650 \0$aPavements, Asphalt concrete$xCracking. =650 \0$aPavements, Concrete$xMaintenance and repair. =650 \0$aCrack and seat treatment. =650 \0$aPortland cement concrete. =650 \0$aPavement maintenance. =650 \0$aHot mix paving mixtures. =650 14$aCrack. =650 24$aSeal band. =650 24$aField performance. =650 24$aFailure mode. =650 24$aEvaluation method. =650 24$aTechnical requirement. =700 1\$aLi, Tinggang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130196.htm =LDR 02919nab a2200505 i 4500 =001 JTE12063J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12063J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12063J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aSandström, R.,$eauthor. =245 10$aPrecision in the Extrapolation of Creep Rupture Data /$cR. Sandström, L. Lindé. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aTo be able to determine the accuracy in the extrapolation of creep rupture data, expressions for estimating the error are presented. One expression is based on the statistical uncertainty in the least square fit to the data. This estimate can be considered as the minimum possible error that is present in extrapolated values. Expressions for the upper limit of the error based on linear as well as higher-order polynomials are derived. It is demonstrated that the expression based on linear extrapolation has a general applicability and covers most cases of technical interest. Comparison to previously performed extrapolation analyses shows that the actual variation between extrapolation methods lies in general between the least square error and the upper limit estimate. It is proposed that design values derived from extrapolated creep rupture data should be reduced, with an additional data factor if the estimated error in the extrapolation is larger than what is typical in the materials codes and standards. Values for these data factors are given. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aError. =650 \0$aExtrapolation. =650 \0$aElevated temperature. =650 \0$acreep. =650 \0$aMaterials$xCreep. =650 14$aCreep. =650 24$aExtrapolation. =650 24$aElevated temperature. =650 24$aError. =700 1\$aLindé, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12063J.htm =LDR 02764nab a2200517 i 4500 =001 JTE12065J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12065J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12065J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT55.3.P75 =082 04$a628.9/2$223 =100 1\$aLytle, CD.,$eauthor. =245 10$aAbility of a Viral Penetration Test (ASTM F1671-95) to Detect Small Holes /$cCD. Lytle, KH. Baker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA modified version of ASTM Test Method F167195, Test Method for Resistance of Materials Used in Protective Clothing to Penetration by Blood-Borne Pathogens Using Phi-X174 Bacteriophage Penetration as a Test System, was characterized using as test material pieces of condom latex with laser-drilled holes of known size. The modified test included the initial 5-min, no-pressure period together with the 1-min, 2-psi period, but eliminated the final 54-min, no-pressure period. Virus penetration was detected for all holes with diameters above 1.0 µm. The quantitative results were in good agreement with calculated fluid flow through a cylinder (Poiseuille equation) for holes above 2 µm. A brief argument is presented suggesting that the final 54-min period at no pressure be eliminated from the test protocol. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBarrier test. =650 \0$aBiological hazard. =650 \0$aViral penetration. =650 \0$aProtective clothing. =650 \0$aProtective Devices. =650 \0$aIndustrial safety. =650 14$aViral penetration. =650 24$aBarrier test. =650 24$aProtective clothing. =650 24$aBiological hazard. =700 1\$aBaker, KH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12065J.htm =LDR 03717nab a2200565 i 4500 =001 JTE12066J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12066J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12066J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aEffect of Construction Adhesive and Joist Variability on the Deflection Behavior of Industrial Wood Floors /$cPJ. Pellicane, G. Robinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA total of 19 440 structural floors of a geometry and material configuration consistent with those used in industrial construction in North America were numerically analyzed to determine their deflection characteristics under a constant uniformly distributed load of 145 lbf/ft2 (215 Pa). The intent of these analyses was to determine the effect of joist modulus of elasticity (MOE) (mean and variability) on the deflection behavior of industrial floors (made with glue-laminated (glulam) structural members covered by plywood sheathing) and to quantify the contribution of elastomeric construction adhesives (ECA) in reducing the deflection of such systems. The joist MOE was allowed to vary in a systematic fashion between 1250 (8.62) and 3250 (22.4) ksi (MPa) in increments of 250 ksi (1.72 MPa). In addition, the joist variability (at each MOE value) varied between coefficient of variation (COV) values of 0.025 to 0.150 in increments of 0.025. One hundred-eighty floors were evaluated at each mean MOE value and COV value for the joists. MOE values for each of the eleven joists in each floor were obtained via a statistical simulation process. All other sheathing and connector properties [nail slip modulus = 25 500 lbf/in. (4466 N/mm)] remained constant. After the 180 floors were analyzed using only nailed connections between joist and sheathing, new random numbers were simulated (with the same mean and standard deviation) to produce 180 new floors for analysis with increased connection stiffness to reflect the contribution of the ECA used with the nails to attach sheathing to joists. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aFloor systems. =650 \0$aJoist variability. =650 \0$aDeflection behavior. =650 \0$aIndustrial structure. =650 \0$aConstruction adhesives. =650 \0$aAdhesives. =650 \0$aJoints (Engineering) =650 14$aWood. =650 24$aFloor systems. =650 24$aIndustrial structure. =650 24$aConstruction adhesives. =650 24$aJoist variability. =650 24$aDeflection behavior. =700 1\$aRobinson, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12066J.htm =LDR 03167nab a2200553 i 4500 =001 JTE12059J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12059J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12059J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aU875 =082 04$a623.4/41$223 =100 1\$aGrant, PV.,$eauthor. =245 12$aA Simple Catapult System for Studying the Small Projectile Impact Resistance of Various Glass Laminates /$cPV. Grant, WJ. Cantwell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aA catapult arrangement capable of propelling small granite chippings at velocities of between 4 and 20 ms-1 at laminated glass structures similar to those used in car windscreens has been designed and manufactured. The results from a series of studies utilizing this equipment are presented, with the overall aim of reducing the weight of these constructions with no loss in impact resistance. The impact resistance of the laminates has been shown to depend strongly on the thickness of the outer glass layer, while the inner glass layer is of secondary, and in most cases, minor relevance. Tests in which the composition and thickness of the interlayer have been varied have revealed that this layer is of no consequence in terms of the impact resistance of the structure as a whole. Chemical strengthening of the outer glass layer has been carried out, and no improvement in performance is observed due to the nature of the stone geometry. Finally, tests on bilayer systems have been carried out, and these results indicate a potential weight saving for no loss in impact performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBilayers. =650 \0$aCatapult. =650 \0$aWindscreens. =650 \0$aGlass laminates. =650 \0$aChemical strengthening. =650 \0$aSmall projectile impact. =650 \0$aCatapult$xDesign and construction. =650 14$aCatapult. =650 24$aSmall projectile impact. =650 24$aGlass laminates. =650 24$aWindscreens. =650 24$aChemical strengthening. =650 24$aBilayers. =700 1\$aCantwell, WJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12059J.htm =LDR 02860nab a2200589 i 4500 =001 JTE12062J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12062J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12062J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN697.A47 =082 04$a669.722$223 =100 1\$aSchra, L.,$eauthor. =245 10$aFurther Evaluation of Automated Stress Corrosion Ring (ASCOR) Testing of Aluminum Alloys /$cL. Schra, RJH Wanhill. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aIn 1991 a simple automated stress corrosion testing method called the ASCOR (automated stress corrosion ring) test was developed to test aluminum alloys according to ASTM Practice for Evaluating Stress Corrosion Cracking Resistance of Metals and Alloys by Alternate Immersion in 3.5% Sodium Chloride Solution (G 44) and using direct stressing as in ASTM Practice for Preparation and Use of Direct Tension Stress-Corrosion Test Specimens (G 49). The present investigation concentrated on evaluating two aspects of the test method: • The SCC initiation criterion (2% load decrease). • The possibility of defining a threshold stress for micro SCC growth in addition to that for macro SCC growth. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConstant load. =650 \0$aAluminum alloys. =650 \0$aStress corrosion. =650 \0$aThreshold stress. =650 \0$aAccelerated testing. =650 \0$aAlternate immersion. =650 \0$aMechanical alloying. =650 \0$aAluminum$xMetallurgy. =650 14$aStress corrosion. =650 24$aAccelerated testing. =650 24$aConstant load. =650 24$aThreshold stress. =650 24$aAlternate immersion. =650 24$aAluminum alloys. =650 24$a7010-T651. =650 24$a8090-T81. =700 1\$aWanhill, RJH,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12062J.htm =LDR 03278nab a2200553 i 4500 =001 JTE12061J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12061J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12061J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aChui, YH.,$eauthor. =245 10$aEvaluation of Wood Poles Using a Free Vibration Technique /$cYH. Chui, DW. Barclay, PA. Cooper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe current method of sorting wood poles is restricted to a visual inspection approach. It has long been recognized that a mechanical sorting approach will be more efficient in properly utilizing the wood pole resources because mechanical methods are generally more capable of segregating wood products into different strength categories. This paper presents a vibrationbased method for evaluating mechanical properties of wood poles. The evaluation parameter is modulus of elasticity. A theory is presented that relates the first natural frequency to the modulus of elasticity of a tapered beam. The method is based on the measurement of the first natural frequency of a wood pole under free vibration. From the first natural frequency the modulus of elasticity is calculated. Comparison of moduli of elasticity of ten wood poles from static bending and the proposed vibration methods reveals a generally strong correlation between the moduli measured by both methods. However, an outlier was noted that, upon examination of the failure mode, suggested that there was prior damage in the pole. This result indicates that the proposed method is not reliable in detecting any poles that have been weakened by internal defects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood poles. =650 \0$aTapered beam. =650 \0$aStress grading. =650 \0$aFree vibration test. =650 \0$aModulus of elasticity. =650 \0$aMetals$xElastic properties. =650 \0$aElastic properties. =650 14$aWood poles. =650 24$aFree vibration test. =650 24$aTapered beam. =650 24$aStress grading. =650 24$aModulus of elasticity. =700 1\$aBarclay, DW.,$eauthor. =700 1\$aCooper, PA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12061J.htm =LDR 02495nab a2200517 i 4500 =001 JTE12067J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12067J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12067J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG360 =082 04$a624/.1821$223 =100 1\$aLa Van, DA.,$eauthor. =245 12$aA New Gripping Technique for Small Metal Specimens /$cDA. La Van, PB. Duncan, H. Zeng, WN. Sharpe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA new technique has been developed to grip small tension specimens. The specimens are 30.5 mm long with a test cross section that is 3.2 by 3.2 mm, and they have wedge-shaped ends that fit into matching slots in the grips. Alignment is accomplished by screws that position the specimen into the middle of the slots. Strain is measured with foil gages mounted front and back, and the specimen is tested in a medium-size servohydraulic test machine. The stress-strain curves of the small specimens agree well with those from standard-size specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLocal behavior. =650 \0$aSteel weldments. =650 \0$aSmall metal specimens. =650 \0$aWeldments. =650 \0$aSteel$xWelding. =650 14$aSmall metal specimens. =650 24$aLocal behavior. =650 24$aSteel weldments. =700 1\$aDuncan, PB.,$eauthor. =700 1\$aZeng, H.,$eauthor. =700 1\$aSharpe, WN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12067J.htm =LDR 03436nab a2200661 i 4500 =001 JTE12064J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12064J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12064J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2238.7 =082 04$a698$223 =100 1\$aTonyan, TD.,$eauthor. =245 10$aWater Management and Moisture Transport in Direct-Applied and EIFS Wall Assemblies /$cTD. Tonyan, KW. Moyer, WC. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aAn experimental program has been completed investigating water management and moisture transport in direct-applied finish system (DEFS) and exterior insulation and finish system (EIFS) wall assemblies. The first objective of the study was to understand and quantify drainage through water-managed DEFS and EIFS. A second objective was to understand moisture transport through the wall cladding under a variety of climatic conditions. A third objective was to better understand the role of the sheathing membrane on the moisture transport characteristics of the system. A drainage test has been developed, and a variety of water-managed DEFS and EIFS wall assemblies have been tested. Also, DEFS and EIFS wall assemblies have been tested in an environmental chamber using five different sets of climatic conditions to create a vapor drive through the wall. Results from the drainage and environmental chamber testing are presented, along with an evaluation of sheathing membranes with different performance characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDrainage. =650 \0$aRainscreen. =650 \0$aVapor drive. =650 \0$aWall cladding. =650 \0$aWater managed. =650 \0$aVapor permeance. =650 \0$aMoisture content. =650 \0$aSheathing membrane. =650 \0$aExterior insulation and finish systems$xCongresses. =650 \0$aExterior walls. =650 \0$aInsulation (Heat) =650 14$aDirect-applied exterior finish system (DEFS) =650 24$aDrainage. =650 24$aExterior insulation and finish system (EIFS) =650 24$aMoisture content. =650 24$aRainscreen. =650 24$aSheathing membrane. =650 24$aWall cladding. =650 24$aWater managed. =650 24$aVapor drive. =650 24$aVapor permeance. =700 1\$aMoyer, KW.,$eauthor. =700 1\$aBrown, WC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12064J.htm =LDR 03592nab a2200589 i 4500 =001 JTE12060J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12060J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12060J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aLeichti, RJ.,$eauthor. =245 14$aThe Role of Bearing Plates in the Five-Point Bending Tests of Structural-Size Lumber /$cRJ. Leichti, T. Nakhata. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThe five-point bending test is configured as a continuous two-span beam having point loads at each midspan. It was proposed by others as an approach to evaluating the shear capacity of structural size lumber and engineered wood products because earlier tests with wood-based structural panels yielded shear failure modes. In the tests with structural panels, the thickness/depth ratio was large relative to that in structural lumber, although the length/depth ratios were the same. In addition, the density of the structural panels was greater than that of structural lumber. At the load-bearing positions, rounded bearing surfaces were used for the tests of structural panels, but flat bearing plates have been the practice in tests of structural size lumber. In this study, finite-element analyses of the bearing plates and the resulting stress distributions on structural lumber were conducted, first on an orthotropic half-plane and then in the five-point test geometry for structural lumber. The analyses used linear elastic and nonlinear compressive stiffness perpendicular to the grain and nonlinear shear modulus. Our testing showed that elementary beam theory failed to accurately predict the stresses in the critical region of the specimens. In addition, it appears unlikely that sufficient bearing can be developed in smaller lumber sizes to make the five-point bending method reflective of the true shear capacity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNonlinear. =650 \0$aShear stress. =650 \0$aBearing plates. =650 \0$aWood test methods. =650 \0$aCompression stress. =650 \0$aComposite materials. =650 \0$aFinite-element analysis. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aBearing plates. =650 24$aFinite-element analysis. =650 24$aCompression stress. =650 24$aShear stress. =650 24$aWood test methods. =650 24$aComposite materials. =650 24$aNonlinear. =700 1\$aNakhata, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12060J.htm =LDR 03230nab a2200553 i 4500 =001 JTE12161J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12161J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12161J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aSuresh, RKV,$eauthor. =245 10$aOn the Determination of JIC Using the Stretch Zone Width Method /$cRKV Suresh, N. Ramakrishnan, M. Srinivas, P. Ramarao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThe stretch zone width (SZW=1/2CTOD, the crack tip opening displacement) method for determining JIC involves fewer specimens and lesser size restrictions compared to the con ventional J-R curve method. However, the accuracy of the SZW-based procedure depends on each term of the J-CTOD relationship, i.e., JIC=m•?•CTODC. This paper presents a numerical investigation of the J-CTOD relationship, which has been carried out using a large-deformation finite element method (FEM). The slope of the blunting line (m) is computed for various combinations of yield strength-to-elastic modulus ratio (?o/E), power law strain-hardening exponent (n), and different measures of stress (? in the J-CTOD relationship). This work brings out the importance of the correct choice of the stress measure, and the one suggested here is the integral average of the flow stress [?*=?0?*?d?/?0?*d?]. Also, an effective CTOD approach is numerically validated where a sharp fatigue precrack of fracture specimens can be substituted by one with a finite notch root radius without loss of accuracy in JIC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch root radius. =650 \0$aBlunting line slope. =650 \0$aStretch zone width (SZW) =650 \0$afinite element method. =650 \0$aStructural analysis (Engineering) =650 14$aFinite element method (FEM) =650 24$aJIC. =650 24$aStretch zone width (SZW) =650 24$aCrack tip opening displacement (CTOD) =650 24$aBlunting line slope. =650 24$aNotch root radius. =700 1\$aRamakrishnan, N.,$eauthor. =700 1\$aSrinivas, M.,$eauthor. =700 1\$aRamarao, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12161J.htm =LDR 02743nab a2200649 i 4500 =001 JTE10103J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10103J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10103J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR750 =082 04$a778.33$223 =100 1\$aLagowski, B.,$eauthor. =245 10$aNew Reference Radiographs for Magnesium Alloy Castings /$cB. Lagowski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aWith the introduction and increased use of magnesium alloys containing zirconium, rare earth metals, and thorium, predominantly in castings for aircraft and spacecraft applications, it became evident that the existing reference radiographs included in ASTM E 155-64 would require updating to include radiographs for discontinuity types peculiar to these alloys. AFS Committee 2-D was assigned to undertake this project in cooperation with ASTM Section E07.02.02, which was reactivated for that purpose. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandards. =650 \0$aInclusions. =650 \0$aInspection. =650 \0$aSegregations. =650 \0$aMicrostructure. =650 \0$aQuality control. =650 \0$aMagnesium castings. =650 \0$aNondestructive tests. =650 \0$aMechanical properties. =650 \0$aRadiography. =650 \0$aSkiagraphy. =650 \0$aX-ray photography. =650 14$aMagnesium castings. =650 24$aInclusions. =650 24$aSegregations. =650 24$aMicrostructure. =650 24$aMechanical properties. =650 24$aQuality control. =650 24$aInspection. =650 24$aNondestructive tests. =650 24$aRadiography. =650 24$aStandards. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10103J.htm =LDR 03265nab a2200541 i 4500 =001 JTE10111J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10111J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10111J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.Z65 =082 04$a669/.735$223 =100 1\$aKass, JN.,$eauthor. =245 10$aCrack Initiation and Growth in Plane Strain, Fully Plastic Zircaloy® /$cJN. Kass, JA. Begley, H. Andrejasik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aA fractographic study of crack extension in plane strain, fully plastic Zircaloy® was conducted. Three specimen geometries were studied: double-edge notched, compact tension, and center notched specimens. Slip line solutions for these geometries predict high, moderate, and no stress elevation, respectively, ahead of the crack tip. These differences might be expected to produce different modes of crack extension. However, crack tip blunting effects were found to overwhelm geometry induced differences. Blunting was found in all three geometries. Stretched zone width was found to be ~J/?y, or about 0.01 in. (0.254 mm), regardless of geometry. Several variations of blunted crack tip shape were observed for all three specimen types. Two methods of crack extension were observed for all three geometries studied. In the first method ellipsoidal holes were found to nucleate and grow ahead of the main crack tip. Growth continued until the ligament between the main crack and the hole was less than the major axis length of the hole. The hole then joins the main crack by means of local strain instability. The second method consists of alternate sliding off in a zigzag fashion. JIC was measured and found to be equivalent for all three geometries. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aToughness. =650 \0$aZirconium alloys. =650 \0$aFracture strength. =650 \0$aZirconium. =650 \0$aTitanium group. =650 14$aZirconium alloys. =650 24$aFracture strength. =650 24$aToughness. =650 24$aCracks. =650 24$aElastic-plastic fracture mechanics. =700 1\$aBegley, JA.,$eauthor. =700 1\$aAndrejasik, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10111J.htm =LDR 02614nab a2200493 i 4500 =001 JTE10109J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10109J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10109J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aBrinkman, CR.,$eauthor. =245 10$aStrain Fatigue and Tensile Behavior of Inconel® 718 from Room Temperature to 650°C /$cCR. Brinkman, GE. Korth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aResults of tensile and fully reversed strain-controlled fatigue tests, conducted on three heats of Incone® 718 that had been subjected to different solution annealing and aging treatments, are presented. Tests were conducted at temperatures ranging from 22 to 650°C, with fatigue tests defining behavior over the cyclic range from 102 to 106 cycles to failure. Average best fit equations defining true stress-strain, strain-controlled fatigue, and cyclic stress-strain behavior are given for the two heat treatments characterized. Heat-to-heat variations in the elevated temperature tensile and fatigue behavior were found. Fatigue lifetime was seen to be dependent upon grain size, particularly at lower strain ranges. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile properties. =650 \0$aFatigue (materials) =650 \0$aMechanical properties. =650 \0$aFatigue. =650 \0$aExhaustion. =650 24$aFatigue (materials) =650 24$aTensile properties. =650 24$aMechanical properties. =700 1\$aKorth, GE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10109J.htm =LDR 02644nab a2200577 i 4500 =001 JTE10108J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10108J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10108J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.N6 =082 04$a546/.625$223 =100 1\$aMcKinnon, EA.,$eauthor. =245 10$aFatigue of Nickel-Plated Copper /$cEA. McKinnon, BI. Sandor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe fatigue life of nickel-plated copper depends upon the thickness of the nickel coating. Increases in life from 150 to 450 percent were obtained by increasing the thickness of the nickel from 0.0001 to 0.00025 in. (0.00254 to 0.00635 mm). A further increase in thickness to 0.005 in. (0.0127 mm) resulted in an increase in life of 200 percent. Interrupting the current during electroplating produces interfaces within the coating and increases the fatigue life for a given thickness. Increases in life of 110 percent were obtained by applying a 0.0005-in. thick coating in five layers, rather than in a single layer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aCoatings. =650 \0$aElectroplating. =650 \0$aSurface effects. =650 \0$aLeveling plating. =650 \0$aFatigue (materials) =650 \0$aNickel. =650 \0$aTransition metals. =650 14$aFatigue (materials) =650 24$aNickel. =650 24$aCopper. =650 24$aLeveling plating. =650 24$aElectroplating. =650 24$aCoatings. =650 24$aSurface effects. =700 1\$aSandor, BI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10108J.htm =LDR 03340nab a2200733 i 4500 =001 JTE10105J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10105J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10105J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7885 =082 04$a621.39$223 =100 1\$aGoldenberg, K.,$eauthor. =245 10$aComputer Optimization of Hydraulic System Pressure for Development and Qualification Testing /$cK. Goldenberg, DG. Collins. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA computer program has been developed to optimize hydraulic pressure system selection for use in the structural testing of aeronautical vehicles. This program will select the minimal number of pressure systems, using available hydraulic cylinders, to match all the simulated flight loads which are applied during a test. Programs were written for Fortran and Advanced Basic language users of the IBM 360/67 time-sharing system or the Varian 620/i stand-alone system. Various options are present in the programs to adjust for unique testing conditions. Since the number of pressure system combinations for large-scale testing can be astronomical, this program has eliminated what was formerly a frustrating, time-consuming, and highly subjective task. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPressure. =650 \0$aEvaluation. =650 \0$aOptimization. =650 \0$aStatic tests. =650 \0$aLoads (forces) =650 \0$aDigital computers. =650 \0$aFlight simulation. =650 \0$aComputer languages. =650 \0$aHydraulic cylinders. =650 \0$aHydraulic equipment. =650 \0$aComputer programming. =650 \0$aStructural engineering. =650 \0$aHydraulic servomechanisms. =650 \0$aComputers. =650 \0$aElectronic computers. =650 14$aStatic tests. =650 24$aStructural engineering. =650 24$aEvaluation. =650 24$aLoads (forces) =650 24$aFlight simulation. =650 24$aHydraulic cylinders. =650 24$aHydraulic servomechanisms. =650 24$aHydraulic equipment. =650 24$aPressure. =650 24$aComputer languages. =650 24$aComputer programming. =650 24$aDigital computers. =650 24$aOptimization. =700 1\$aCollins, DG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10105J.htm =LDR 02394nab a2200529 i 4500 =001 JTE10104J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10104J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10104J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.54 =082 04$a620.1/95$223 =100 1\$aTsvetkov, OB.,$eauthor. =245 10$aExperimental Determinations of the Thermal Conductivity of Fluids by Coaxial-Cylinder Apparatus /$cOB. Tsvetkov. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA coaxial-cylinder apparatus has been designed for steady-state and for non-steady-state measurements.The cell was calibrated by using several gases of known thermal conductivity (air, helium) The thermal conductivity of Refrigerant 12 (R 12) in the liquid and gaseous states at temperatures up to 0.95 Tcr and at pressures to 16 MPa has been determined.Erratum to this paper appears in 3(1) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRefrigerants. =650 \0$aSteady state. =650 \0$aNon-steady-state. =650 \0$aFluorohydrocarbons. =650 \0$aThermal conductivity. =650 \0$aConductivity, Heat. =650 14$aThermal conductivity. =650 24$aRefrigerants. =650 24$aFluorohydrocarbons. =650 24$aCoaxial-cylinder apparatus. =650 24$aSteady state. =650 24$aNon-steady-state. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10104J.htm =LDR 02626nab a2200493 i 4500 =001 JTE10106J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10106J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10106J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.4 =082 04$a519.5/35$223 =100 1\$aLittle, RE.,$eauthor. =245 12$aA Note on Selecting the Better Material in a Paired Comparison Test Program /$cRE. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis note deals with the problem of selecting the better material using a sequential paired comparison test program for the case where individual comparisons are qualitative rather than quantitative (namely, where the test outcome for each paired comparison is stated in terms of a preference for A versus B, or vice versa). A simple K series test method strategy is suggested for the selection procedure, and a table is given for the probability that the better material is indeed selected using this strategy. The application of the probability table to the selection of the better material for the cases of nonsequential qualitative paired comparisons and quantitative paired comparisons is also discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPaired comparisons. =650 \0$aPlanned experiments. =650 \0$aStatistical analysis. =650 \0$aNonparametric statistics. =650 \0$aMultiple comparisons (Statistics) =650 14$aPaired comparisons. =650 24$aPlanned experiments. =650 24$aStatistical analysis. =650 24$aNonparametric statistics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10106J.htm =LDR 02632nab a2200637 i 4500 =001 JTE10107J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10107J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10107J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.H1 =082 04$a546/.2$223 =100 1\$aThompson, AW.,$eauthor. =245 10$aEffect of Hydrogen on Iron-Nickel-Cobalt Sealing Alloys /$cAW. Thompson, WN. Posey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aTwo commercial sealing alloys (Kovar® and Ceramvar® were tested in high pressure hydrogen, or after exposure to hydrogen gas for up to 17,500 h. All hydrogen pressures were 69 MPa. In no case was any ductility loss observed. It was therefore concluded that these alloys are probably safe for use in gas handling systems which contain hydrogen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAustenite. =650 \0$aDuctility. =650 \0$aIron alloys. =650 \0$aFracture (materials) =650 \0$aGlass-to-metal seals. =650 \0$aMechanical properties. =650 \0$aHydrogen embrittlement. =650 \0$aCobalt containing alloys. =650 \0$aNickel containing alloys. =650 \0$aHydrogen. =650 14$aHydrogen embrittlement. =650 24$aHydrogen. =650 24$aIron alloys. =650 24$aNickel containing alloys. =650 24$aCobalt containing alloys. =650 24$aAustenite. =650 24$aGlass-to-metal seals. =650 24$aMechanical properties. =650 24$aFracture (materials) =650 24$aDuctility. =700 1\$aPosey, WN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10107J.htm =LDR 02828nab a2200637 i 4500 =001 JTE10110J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10110J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10110J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.1/3623$223 =100 1\$aWeaver, WS.,$eauthor. =245 12$aA Study of Cement and Concrete Correlation /$cWS. Weaver, HL. Isabelle, F. Williamson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (44 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAmerican specifications for portland cement require the crushing of mortar cubes for compressive strength of cement and the breaking of cylinder specimens for compressive strength of concrete. It has been assumed that there is a reasonable correlation of mortar and concrete strengths. This has been questioned. A preliminary study of sixty samples showed a significant correlation but indicated a very low order of confidence. A more extensive research was undertaken, which is reported in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCements. =650 \0$aConcretes. =650 \0$aCompression tests. =650 \0$aMortars (material) =650 \0$aCompressive strength. =650 \0$aStatistical analysis. =650 \0$aPavements, Concrete$zIowa$xTesting. =650 \0$aConcrete roads$xTesting. =650 \0$aPavements, Concrete$xTesting. =650 \0$aPortland cement$xTesting. =650 \0$aChemical properties. =650 \0$aCoarse aggregates. =650 \0$aCorrelation analysis. =650 14$aCompressive strength. =650 24$aCements. =650 24$aConcretes. =650 24$aMortars (material) =650 24$aCompression tests. =650 24$aStatistical analysis. =700 1\$aIsabelle, HL.,$eauthor. =700 1\$aWilliamson, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10110J.htm =LDR 02659nab a2200709 i 4500 =001 JTE10102J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10102J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10102J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C7 =082 04$a546.76$223 =100 1\$aStarr, CD.,$eauthor. =245 10$aLife Testing of Nickel-Chromium Alloys /$cCD. Starr. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aAn evaluation of the life test for 80Ni-20Cr alloys specified in ASTM B 76 has been made. It is shown that the emissivity of the wire is not constant after the pretreatment but requires about an additional four hours at the test temperature. The convection coefficient increases continuously during the life test causing more power to be dissipated by convection as the test progresses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWire. =650 \0$aPower. =650 \0$aOxidation. =650 \0$aRadiation. =650 \0$aConvection. =650 \0$aEmissivity. =650 \0$aLife tests. =650 \0$aResistance. =650 \0$aResistivity. =650 \0$aTemperature. =650 \0$aCyclic tests. =650 \0$aNickel-chromium alloys. =650 \0$aChromium. =650 14$aLife tests. =650 24$aNickel-chromium alloys. =650 24$aEmissivity. =650 24$aResistance. =650 24$aConvection. =650 24$aResistivity. =650 24$aTemperature. =650 24$aOxidation. =650 24$aRadiation. =650 24$aWire. =650 24$aPower. =650 24$aHeat. =650 24$aCyclic tests. =650 24$aChromium. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10102J.htm =LDR 01803nab a2200409 i 4500 =001 JTE10711J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10711J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10711J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD96.A8 =082 04$a543.5$223 =100 1\$aDyck, R.,$eauthor. =245 10$aIntroduction to Symposium on Advances in Atomic Spectroscopy /$cR. Dyck. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe five papers that follow were originally presented at the symposium entitled "Advances in Atomic Spectroscopy," sponsored by ASTM Committee E-2 on Emission Spectroscopy on 6 Oct. 1982 in Boston, MA. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAtomicspectroscopy. =650 \0$aChemometrics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10711J.htm =LDR 03129nab a2200613 i 4500 =001 JTE10713J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10713J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10713J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP519.9.F56 =082 04$a543/.56$223 =100 1\$aLancione, RL.,$eauthor. =245 10$aApplication of Inductively Coupled Plasma Atomic Fluorescence Spectrometry in the Steel Industry /$cRL. Lancione, DM. Drew. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aICP atomic fluorescence spectrometry has been used to analyze a variety of materials that include an iron ore and a blast furnace slag, as well as low alloy and stainless steels. The technique provides selectable simultaneous multielement analysis with good detection limits. Spectral interferences and background effects are generally avoided and no computer, monochromator, polychromator, or complex scanning mechanisms are required. An examination of the effect of an iron matrix on detection limits shows a small but measurable degradation for aluminum and chromium. The intensity-concentration relationship exhibits strict linearity over three to four orders of magnitude measured from the lowest determinable concentration. The analytical results for aluminum, cobalt, chromium, copper, manganese, molybdenum, nickel, and silicon are in good agreement with certified values. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlags. =650 \0$aIron ores. =650 \0$aSlag analysis. =650 \0$aSteel analysis. =650 \0$aIron ore analysis. =650 \0$aAtomic fluorescence. =650 \0$aIron and steel industry. =650 \0$aFluorescence spectroscopy. =650 \0$aSpectrometry, Fluorescence. =650 \0$aBiochemistry. =650 14$aIron ores. =650 24$aSlags. =650 24$aIron and steel industry. =650 24$aAtomic fluorescence. =650 24$aInductively coupled plasma. =650 24$aIron ore analysis. =650 24$aSlag analysis. =650 24$aSteel analysis. =700 1\$aDrew, DM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10713J.htm =LDR 02322nab a2200505 i 4500 =001 JTE10710J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10710J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10710J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN69.8 =082 04$a614/.1$223 =100 1\$aSaxena, A.,$eauthor. =245 12$aA Report on the Workshop on High Temperature Crack Growth and Fracture /$cA. Saxena, V. Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis document contains a brief report on the proceedings of the workshop on "High-Temperature Crack Growth and Fracture" held at Battelle Columbus Laboratories on 17 Aug. 1983. There were extensive discussions by the various presenters on the issue of which field parameter(s) should be used to correlate creep crack growth rate behavior. The abstracts of the nine presentations made at the workshop are included. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep properties. =650 \0$aCrack propagation. =650 \0$aFractures (materials) =650 \0$aFractures. =650 \0$aForensic Anthropology. =650 \0$aFractures, Bone. =650 14$aCrack propagation. =650 24$aFractures (materials) =650 24$aCreep properties. =700 1\$aKumar, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10710J.htm =LDR 02908nab a2200589 i 4500 =001 JTE10714J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10714J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10714J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD474 =082 04$a537.6/23$223 =100 1\$aBarrett, P.,$eauthor. =245 10$aAdvances in Atomic Absorption Graphite Furnace Analysis /$cP. Barrett, W. Barnett, F. Fernandez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe literature documents a succession of individual improvements over previous graphite furnace technology. These individual improvements include graphite tubes with better pyrolytic coatings, Zeeman background correction, rapid heating of the graphite tube, the L'vov platform, faster instrumental electronics, and matrix modification. Any one of these developments will improve certain analyses. However, taken together as an integrated system, the total is more than equal to the sum of the parts. The integrated system, known as the stabilized temperature platform furnace technique, provides the analyst with capabilities not available on previous graphite furnace systems. Analyses are conducted differently, methods are developed differently, and the results are more predictable. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSelenium. =650 \0$aNickel alloys. =650 \0$aZeeman effect. =650 \0$aL'vov platform. =650 \0$aGraphite furnace. =650 \0$aAtomic absorption. =650 \0$aGraphite. =650 \0$aSuperconductivity. =650 \0$aClathrate compounds. =650 14$aZeeman effect. =650 24$aSelenium. =650 24$aNickel alloys. =650 24$aAtomic absorption. =650 24$aGraphite furnace. =650 24$aL'vov platform. =700 1\$aBarnett, W.,$eauthor. =700 1\$aFernandez, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10714J.htm =LDR 03179nab a2200625 i 4500 =001 JTE10717J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10717J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10717J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN859.U5 =082 04$a622/.3383/0973$223 =100 1\$aLanglois, GW.,$eauthor. =245 10$aQuantitation of Carbon in Oil Shale Process Wastewaters :$bCoulometry Coupled with Ultraviolet-Peroxydisulfate and High-Temperature Oxidation /$cGW. Langlois, BM. Jones, RH. Sakaji, CG. Daughton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aWastewaters from the production of synfuels, in particular oil shale retort waters, present several major problems to various instrument configurations designed for carbon analysis.A carbon analyzer was fabricated from commercially available oxidation and detection units.Carbon oxidation occurred in an ultraviolet (UV) photochemical reactor using acid peroxydisulfate; quantitation of the evolved carbon dioxide was accomplished with an automatic coulometric titrator.This new design eliminated the problems of (1) instrument downtime caused by fouling of high-temperature combustion catalysts and corrosion of furnace combustion tubes, (2) limited linear dynamic range and upper detection limit (namely, infrared detection), and (3) frequent detector calibration (namely, infrared and flame ionization detection) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarbon. =650 \0$aOil shale. =650 \0$aCoulometery. =650 \0$aRetort water. =650 \0$aCarbon analysis. =650 \0$aOil shale wastewaters. =650 \0$aOil-shales. =650 \0$aOil-shaleindustry. =650 14$aOil shale. =650 24$aCoulometery. =650 24$aNitrogen heterocyclic compounds. =650 24$aCarbon. =650 24$aOil shale wastewaters. =650 24$aRetort water. =650 24$aCarbon analysis. =650 24$aUltraviolet-persulfate oxidation. =650 24$aHigh-temperature combustion. =700 1\$aJones, BM.,$eauthor. =700 1\$aSakaji, RH.,$eauthor. =700 1\$aDaughton, CG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10717J.htm =LDR 02714nab a2200601 i 4500 =001 JTE10721J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10721J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10721J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD1691 =082 04$a333.91/04$223 =100 1\$aPetros, JK.,$eauthor. =245 10$aUse of a Portable Vapor Analyzer in Groundwater Contamination Studies /$cJK. Petros, JW. Beckett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA portable organic vapor analyzer was evaluated and subsequently used to locate pockets of volatile organics underground. Methods for laying out sampling grinds in the field are described, and the sensitivity of two different analyzers to various volatile organics are compared. Field data are discussed and methods of verifying the analytical results (for example, digging backhoe pits in "clean" and "contaminated" areas) are described. Precautions to be taken when using this type of instrument in the field also are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVolatility. =650 \0$aGroundwater. =650 \0$aContamination. =650 \0$aVapor analyzers. =650 \0$aVolatile organics. =650 \0$aSubsurface contamination. =650 \0$aGroundwater contamination. =650 \0$aGroundwater$xValuation. =650 \0$aGrondwater. =650 \0$aWaardering. =650 14$aVolatility. =650 24$aGroundwater. =650 24$aContamination. =650 24$aSubsurface contamination. =650 24$aVolatile organics. =650 24$aVapor analyzers. =650 24$aGroundwater contamination. =700 1\$aBeckett, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10721J.htm =LDR 02423nab a2200601 i 4500 =001 JTE10716J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10716J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10716J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75 =082 04$a543 s$223 =100 1\$aJarrell, RF.,$eauthor. =245 10$aGuiding Computers to Produce Accurate Spectrochemical Analysis /$cRF. Jarrell, M. Borlaug. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aProcedures are suggested to insure that computer-calibrated optical emission spectrometers will analyze unknown samples with the same accuracy as older instruments that used hand-drawn curves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aComputers. =650 \0$aHigher order polynomials. =650 \0$aInterference corrections. =650 \0$aSpectrochemical analysis. =650 \0$aTheoretical curve shapes. =650 \0$aSpectrochemicalanalysis. =650 \0$aMetals. =650 \0$aTraceanalysis. =650 14$aComputers. =650 24$aSpectrochemical analysis. =650 24$aSteels. =650 24$aAccurate spectrochemical analyses. =650 24$aComputer-calibrated spectrometers. =650 24$aHigher order polynomials. =650 24$aTheoretical curve shapes. =650 24$aInterference corrections. =700 1\$aBorlaug, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10716J.htm =LDR 02980nab a2200589 i 4500 =001 JTE10719J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10719J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10719J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA276 =082 04$a519.9$223 =100 1\$aBoyle, TP.,$eauthor. =245 12$aA Hierarchical Approach to the Measurement of Changes in Community Structure Induced by Environmental Stress /$cTP. Boyle, J. Sebaugh, E. Robinson-Wilson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aA new index of dissimilarity is proposed to measure changes in community structure caused by environmental stress. A new statistical algorithm was also devised to test the similarity or dissimilarity between two communities. This procedure tests the mean dissimilarity within two communities against the mean dissimilarity between the same communities. These new indices are used along with other traditional indices of community structure in a proposed hierarchical scheme for testing different degrees of changes in stressed communities. Several examples illustrate that the procedures proposed give a more interpretible comprehensive analysis than the use of a limited set of indices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStatistical tests. =650 \0$aBiological surveys. =650 \0$aEnvironmental tests. =650 \0$aStressed communities. =650 \0$aCommunity dissimilarity. =650 \0$aStatisticaltests. =650 \0$aMathematical statistics. =650 \0$aProbability. =650 14$aStatistical tests. =650 24$aEnvironmental tests. =650 24$aBiological surveys. =650 24$aCommunity dissimilarity. =650 24$aStatistical test of dissimilarity. =650 24$aHierarchical community measurement scheme. =650 24$aStressed communities. =700 1\$aSebaugh, J.,$eauthor. =700 1\$aRobinson-Wilson, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10719J.htm =LDR 03126nab a2200565 i 4500 =001 JTE10720J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10720J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10720J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH541.5.E8 =082 04$a574.5/26365/0916347$223 =100 1\$aStack, VT.,$eauthor. =245 10$aCritique of the Standard Biochemical Oxygen Demand Method /$cVT. Stack. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThe results of the five-day biochemical oxygen demand (BOD) procedure have historically represented information that is arbitrary in its meaning and interpretation. BOD results are too frequently accepted on "face value" with face value related partly to numerical value and partly to the opinion (or lack of understanding) of the interpreter. The Joint Task Group of the American Public Health Association, the American Water Works Association, and the Water Pollution Control Federation, which developed the BOD method for the 15th edition of Standard Methods, considered the problems with the method and certain improvements were introduced. A practical nitrification inhibitor was proposed, but an error in identifying a source for the reagent has lead to problems in method application. The method continues to require organic-free dilution water even though development of such water can be costly and unnecessary. Corrections for oxygen consumption by organic materials in the dilution water can be introduced into the procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDilution. =650 \0$aNitrification. =650 \0$aDilution water. =650 \0$aOrganic-free water. =650 \0$aNitrification inhibitor. =650 \0$aBiochemical oxygen demand. =650 \0$aBiochemicaloxygendemand. =650 \0$aEstuarine ecology. =650 \0$aWater$xDissolvedoxygen. =650 14$aBiochemical oxygen demand. =650 24$aNitrification. =650 24$aDilution. =650 24$aDilution water. =650 24$aOrganic-free water. =650 24$aNitrification inhibitor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10720J.htm =LDR 02509nab a2200493 i 4500 =001 JTE10712J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10712J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10712J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC454.E46 =082 04$a543.5$223 =100 1\$aBarnes, RM.,$eauthor. =245 10$aProgress in Inductively Coupled Plasma Analytical Spectroscopy /$cRM. Barnes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b170 =520 3\$aAlthough substantial progress has been achieved in inductively coupled plasma (ICP) spectroscopy placing it among the principle spectroscopy tools in analytical research and applications laboratories, some limitations exist especially for the analysis of ultratrace concentration levels in minute samples. The application of chemical and instrumental techniques to enhance the concentration levels of analytes is practical but complicated by the requirements of maintaining the multielement nature of ICP spectroscopy. Various approaches are described to extend the use and reduce the limitations of ICP atomic emission spectroscopy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSensitivity. =650 \0$aChemical analysis. =650 \0$aEmission spectroscopy. =650 \0$aGlow discharges. =650 \0$aSolids$xSurfaces$xSpectra. =650 14$aEmission spectroscopy. =650 24$aChemical analysis. =650 24$aSensitivity. =650 24$aInductively coupled plasma. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10712J.htm =LDR 02623nab a2200553 i 4500 =001 JTE10718J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10718J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10718J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL151.6 =082 04$a333.79/68$223 =100 1\$aEimers, JL.,$eauthor. =245 10$aPhysical Properties of Densified Refuse Derived Fuel /$cJL. Eimers, PA. Vesilind. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe need for and a description of eight draft standards for describing physical properties of densified refuse derived fuels are described. These draft standards include: collecting and dividing a gross sample of densified refuse derived fuel (dRDF), air drying, measuring the density of individual particles and bulk density, measuring the particle size distribution and the durability of the particles, and measuring total residual moisture and water adsorption. These draft standards are being developed by ASTM Committee E-38 on Resource Recovery. The precision of the test methods is also reported. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuels. =650 \0$aEnergy. =650 \0$aRefuse. =650 \0$aPelleting. =650 \0$aStandards. =650 \0$aAutomobiles$xFuel consumption. =650 \0$aAutomobiles$xFuel consumption$xGovernment policy. =650 \0$aAutomobiles$xFuel consumption$xSocial aspects. =650 14$aRefuse. =650 24$aFuels. =650 24$aEnergy. =650 24$aPelleting. =650 24$aStandards. =700 1\$aVesilind, PA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10718J.htm =LDR 03929nab a2200517 i 4500 =001 JTE10715J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10715J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10715J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75 =082 04$a543 s$223 =100 1\$aBeaty, JS.,$eauthor. =245 10$aPrinciples on Analysis by Spark Sampling and Plasma Excitation as Applied to Super Alloys /$cJS. Beaty, RJ. Belmore. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aDuring the last two years, a new concept of metal spectrochemical analysis has emerged. Fundamental to the concept is separating the process of sampling a material from the process of causing the eroded material to emit light. During the analysis sequence, a spark source samples a metal rapidly and precisely. The atom clusters eroded from the sample are introduced into an inductively coupled argon plasma (ICAP) source. The ICAP atomizes the clusters and excites the atoms with minimal matrix effects. It causes the resultant atoms and ions to emit light linearly over four to five orders of magnitude in concentration. Secondary to the evolution of this method of analysis is the identification, quantitation and control of four parameters: (1) the amount of sample eroded per unit time (sample uptake), (2) the influence of an interfering species on the signal measured at the detector of another species (interelement effect), (3) contamination from the residue of a previous sample (sample cross talk), and (4) change in the amount of sample eroded by spark sampling over time (sampling time dependence). It is important to the method that the following assumptions prove to be correct: (1) the atom clusters erode from the sample and have the same composition as the sample itself and (2) all of the elements in the sample are determined during the analysis. The analytical method that results from the separation of sampling and excitation, the control of the four parameters, and the validity of the two assumptions are capable of minimizing matrix effects in optical emission metals analysis. By using the method, an analyst can calibrate or standardize with one kind of material, such as low alloy steel, and analyze another, such as Waspaloy. The utility of this form of metals analysis, separate sampling and excitation analysis (SSEA), will be demonstrated by examining the methodology and results of low alloy steel, Waspaloy, and Rene analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChemical analysis. =650 \0$aInductive reactance. =650 \0$aSpectrochemical analysis. =650 \0$aSpectrochemicalanalysis. =650 \0$aMetals. =650 \0$aTraceanalysis. =650 14$aSpectrochemical analysis. =650 24$aMetals. =650 24$aInductive reactance. =650 24$aChemical analysis. =700 1\$aBelmore, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10715J.htm =LDR 03014nab a2200565 i 4500 =001 JTE12498J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12498J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12498J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRG137 =082 04$a613.9/435$223 =100 1\$aDavis, GB.,$eauthor. =245 10$aInfluence of Contact Angles on the Leakage of Latex Condoms /$cGB. Davis, LW. Schroeder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis study consists of an investigation of the contact angle properties of latex after fabrication into condoms. The angles were determined with various fluids such as hot and cold water, citric acid solution, and bovine serum. All trends indicate that the biological situation is more wetting (i.e., lower contact angles) than water at room temperature. The findings on the contact angle properties were applied to studying the sensitivity of a water leakage test, as described in ASTM D 3492, used by manufacturers and others. A variation of this test is used by FDA field laboratories. This test involves filling the condom with 300 cm3 of water and visually examining it for leaks. The equations that predict the conditions whereby water will pass through a small hole in the condom include contact angles as parameters. This study indicates that use of a surfactant solution instead of water in the current test may make it far more effective in determining the presence of very small holes in condoms. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCondom. =650 \0$aLeakage. =650 \0$aWetting. =650 \0$aStatic contact angle. =650 \0$aDynamic contact angle. =650 \0$aCondoms. =650 \0$aLatex. =650 \0$aCondoms$xTesting. =650 14$aDynamic contact angle. =650 24$aStatic contact angle. =650 24$aLatex. =650 24$aWetting. =650 24$aLeakage. =650 24$aCondom. =700 1\$aSchroeder, LW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12498J.htm =LDR 03301nab a2200589 i 4500 =001 JTE12493J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12493J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12493J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC377 =082 04$a616.8/34$223 =100 1\$aClark, TR.,$eauthor. =245 10$aInfluence of Test Methodology on Fatigue Crack Propagation in Engineering Plastics /$cTR. Clark, RW. Hertzberg, JA. Manson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe effect of mean stress on the fatigue threshold in poly(methylmethacrylate) (PMMA) and polycarbonate was investigated using both low and high constant R-ratio (Rc), constant Kmean (Kmeanc), and constant Kmax (Kmaxc) threshold testing procedures. While ?Kth for commercial PMMA under Rc = 0.1 conditions was found to be 0.35 MPa?m, no threshold condition was obtained during the Kmaxc procedure for ?K as low as 0.1 MPa?m due to the high mean stress which exists in the latter test procedure. Similar results were obtained for two other PMMA resins. Creep tests conducted at room temperature on PMMA clearly demonstrated the synergistic relation which exists between fatigue and creep induced damage during the Kmaxc test procedure. Kmaxc experiments also confirmed the beneficial mean stress effect in polycarbonate, while high temperature testing (65°C) revealed that this mean stress effect can be almost entirely suppressed. Finally, it was shown that a K-gradient as high as -0.2 mm-1 can be used to decrease test time and material required for the determination of ?Kth; this gradient compares favorably with the ASTM maximum recommended value of -0.08 mm-1, established for metals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aFatigue. =650 \0$aThreshold. =650 \0$aK-gradient. =650 \0$aMean stress. =650 \0$aPolycarbonate. =650 \0$aMultiple sclerosis. =650 \0$aMultiple sclerosis$xExercise therapy. =650 14$aFatigue. =650 24$aThreshold. =650 24$aMean stress. =650 24$aPMMA. =650 24$aPolycarbonate. =650 24$aCreep. =650 24$aK-gradient. =700 1\$aHertzberg, RW.,$eauthor. =700 1\$aManson, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12493J.htm =LDR 02484nab a2200517 i 4500 =001 JTE12497J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12497J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12497J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA407 =082 04$a620.1/123$223 =100 1\$aKirk, MT.,$eauthor. =245 12$aA K1 Calibration for a Modified Single Edge Notched Tension Specimen /$cMT. Kirk, RJ. Sanford. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aUsing global and boundary collocation techniques, a single edge notched tension (SE(T)) specimen, modified by introduction of a semi-circular cutout in front of the crack, was developed and characterized. This specimen was found to produce fixed-grip K1 values two times greater than is possible with a conventional SE(T) specimen of the same size. This new specimen could be used to investigate upper transition crack arrest phenomena with smaller specimens and testing machine capacities than have been possible previously. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack arrest. =650 \0$aCollocation techniques. =650 \0$aStress intensity factor. =650 \0$aStrains and stresses. =650 \0$aPhotoelasticity. =650 \0$aStrain gages. =650 14$aPhotoelasticity. =650 24$aStress intensity factor. =650 24$aCrack arrest. =650 24$aCollocation techniques. =700 1\$aSanford, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12497J.htm =LDR 03017nab a2200637 i 4500 =001 JTE12492J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12492J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12492J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA486 =082 04$a620.1/1223$223 =100 1\$aKain, RM.,$eauthor. =245 10$aCrevice Corrosion Testing in Natural Seawater :$bSignificance and Use of Multiple Crevice Assemblies /$cRM. Kain. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aMultiple crevice assemblies (MCAs) have been used for over a dozen years to assess the crevice corrosion resistance of stainless-type alloys in seawater and other chloride-containing environments. This paper provides a review of the technique's development, modification, and present usage and discusses its limitations. Results of comparative round-robin testing and other seawater crevice corrosion studies provide perspectives on reproducibility. Insight from established corrosion mechanisms and modelling help to explain variability for some materials. Several examples of alloy rankings and beneficial effects of alloy composition determined by MCA tests are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModelling. =650 \0$aAlloy ranking. =650 \0$aCritical review. =650 \0$aNatural seawater. =650 \0$aCrevice corrosion. =650 \0$aInitiation behavior. =650 \0$aRound-robin testing. =650 \0$aPropagation behavior. =650 \0$aCorrosion resistant alloys$xTesting. =650 \0$aSeawater corrosion. =650 \0$aMarine engineering. =650 \0$aCrevice Corrosion Testing. =650 14$aCritical review. =650 24$aCrevice corrosion. =650 24$aMultiple crevice assemblies. =650 24$aNatural seawater. =650 24$aInitiation behavior. =650 24$aPropagation behavior. =650 24$aRound-robin testing. =650 24$aAlloy ranking. =650 24$aModelling. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12492J.htm =LDR 03578nab a2200565 i 4500 =001 JTE12500J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12500J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12500J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK454.4.S7 =082 04$a620.11297$223 =100 1\$aBashu, SA.,$eauthor. =245 10$aImpact Energy/Specimen Thickness Relationship for Two Turbine Steels /$cSA. Bashu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA steam turbine rotor and blading steel manufactured to chemical composition per ASTM A470, Class 8, and AISI Class 422, respectively, were impact load tested at room temperature in the hardened and tempered, as well as in the annealed, condition with a view to correlate energy levels with specimen thickness. The V-notch Charpy impact specimens used for this purpose included the standard size of 10 by 10 mm and various sub-sizes permitted by ASTM Standard A 370. Results indicate that the impact energy reduced linearly with the decreasing size of the specimen in two regimes, suggesting that two different mechanisms are operating in the fracture initiation for the corresponding specimen thickness ranges. It is, however, established that the energy levels obtained with the lowest thickness specimens (2.5 mm) correlate to the standard energy levels by a multiplying factor of 3 to 4 for all materials except the hardened-and-tempered blading steel, for which the multiplying factor is found to be around 2. A brief account of the fractographic features of both steels for 10, 5, and 2.5 mm thick impact specimens is presented. The relationship obtained between impact energy and specimen thickness is expected to be useful for estimating the impact toughness of service components and assessing their condition, since limitations in component size and/or codes and statutory regulations sometimes preclude removal of large amounts of material for making standard V-notch Charpy specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnergy levels. =650 \0$aTurbine steels. =650 \0$aService components. =650 \0$aSub-size specimens. =650 \0$aCondition assessment. =650 \0$aTesting. =650 \0$aThickness measurement. =650 \0$aSteel, Electrical. =650 \0$aSpecimen Thickness. =650 14$aV-notch Charpy impact test. =650 24$aSub-size specimens. =650 24$aTurbine steels. =650 24$aEnergy levels. =650 24$aService components. =650 24$aCondition assessment. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12500J.htm =LDR 02666nab a2200637 i 4500 =001 JTE12494J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12494J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12494J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.4 =082 04$a620.1/1292$223 =100 1\$aJiang, B.,$eauthor. =245 12$aA Rapid Method for Measurement of Rolling Contact Fatigue Limit of Case-Hardened Gear Materials /$cB. Jiang, E. Shao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA rapid method for measurement of the rolling contact fatigue limit of case-hardened gear materials was developed according to Miner theory [1] by step loading. For performing the fatigue test by the rapid method, only one specimen is needed and no more than a few hours of testing are required. With respect to the conventional method it can increase testing efficiency by a hundred times. The relative error of the resulting fatigue limit is less than 5%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRapid. =650 \0$aSteel. =650 \0$aMethod. =650 \0$aStrength. =650 \0$aConventional. =650 \0$aCase-hardened. =650 \0$aRolling contact fatigue. =650 \0$aMaterials$xFatigue. =650 \0$aMechanical wear$xTesting. =650 \0$aRolling contact. =650 \0$aEngineering. =650 \0$aMachinery. =650 14$aConventional. =650 24$aRapid. =650 24$aMethod. =650 24$aRolling contact fatigue. =650 24$aCase-hardened. =650 24$aGear. =650 24$aSteel. =650 24$aStrength. =700 1\$aShao, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12494J.htm =LDR 03004nab a2200589 i 4500 =001 JTE12496J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12496J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12496J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC100 =082 04$a669/.96142$223 =100 1\$aLiao, KC.,$eauthor. =245 10$aUse of X-Ray Diffraction for Measuring Recrystallization of Low Carbon Steels for Tin Plate Application /$cKC. Liao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAn X-ray diffraction technique has been investigated as an alternative to the conventional Rockwell (R) superficial scale 30T hardness testing to evaluate the applicability of tin mill products. Cold-rolled low carbon steels for T-4 and T-5 tin plate applications were heat treated in a salt pot at temperatures ranging from 627 to 677°C for times between 1 and 120 s to simulate various continuous annealing cycles. X-ray diffraction patterns of the 211 line were obtained, and conventional R 30T hardness measurements were made on the cold reduced and annealed specimens. Test results show that an X-ray line broadening parameter can be established for monitoring the progress of recrystallization in the annealed steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLow carbon steels. =650 \0$aRecrystallization. =650 \0$aTin mill products. =650 \0$aX-ray diffraction. =650 \0$aContinuous annealing. =650 \0$aX-ray line broadening. =650 \0$aAustenitic stainless steel$xStandards$zUnited States. =650 \0$aX-ray diffractometer$xCalibration. =650 \0$aAustenite$xStandards. =650 \0$aAustenitic stainless steel$xStandards. =650 14$aLow carbon steels. =650 24$aTin mill products. =650 24$aContinuous annealing. =650 24$aRecrystallization. =650 24$aRockwell superficial hardness. =650 24$aX-ray diffraction. =650 24$aX-ray line broadening. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12496J.htm =LDR 03083nab a2200613 i 4500 =001 JTE12495J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12495J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12495J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA473 =082 04$a620.17$223 =100 1\$aMahmood, ST.,$eauthor. =245 10$aDynamic Strain-Aging and Neutron Irradiation Effects on Mechanical and Fracture Properties of A533B Class 1 PV Steel and 2.25Cr-1Mo Steel /$cST. Mahmood, KM. Al-Otaibi, YH. Jung, K. Linga Murty. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aEffects of dynamic strain-aging (DSA) on upper-shelf ductility of A533B Class1 pressure vessel (PV) and 2.25Cr-1Mo steels are discussed along with those of low fluence (5 x 1021 n/m2) fast (>1 MeV) neutron irradiation on mechanical and fracture properties of the PV steel. Mechanical and fracture property data were generated using tensile and three-point bend tests. Tests were performed on as-received and irradiated A533B steel and as-received 2.25Cr-1Mo steel as a function of test temperature and applied strain-rate in the range of 300 to 623 K and 6.7 x 10-5 s-1 to 1 x 10-2 s-1, respectively. The tests were aimed at characterizing the effects of DSA on the mechanical and fracture behaviors of these steels as well as investigating the synergistic effects of DSA, and radiation defects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile. =650 \0$aFracture. =650 \0$aRadiation. =650 \0$aEmbrittlement. =650 \0$aInterstitials. =650 \0$aPressure vessel steels. =650 \0$aSteel$xThermal properties. =650 \0$aCoal gasification$xResearch. =650 \0$aFracture mechanics. =650 14$aPressure vessel steels. =650 24$aTensile. =650 24$aBend. =650 24$aFracture. =650 24$aInterstitials. =650 24$aRadiation. =650 24$aEmbrittlement. =700 1\$aAl-Otaibi, KM.,$eauthor. =700 1\$aJung, YH.,$eauthor. =700 1\$aLinga Murty, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12495J.htm =LDR 01725nab a2200409 i 4500 =001 JTE12501J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12501J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12501J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.17 =082 04$a621.48/33$223 =100 1\$aMunz, D.,$eauthor. =245 10$aDiscussion of "Chevron-Notched Specimens for Fracture Toughness Measurements Independent of R-Curve Effects," with Author's Closure /$cD. Munz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLight water reactors$xMaterials$xTesting. =650 \0$aMetals$xFracture. =650 \0$aNotchedbar testing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12501J.htm =LDR 02963nab a2200493 i 4500 =001 JTE12499J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12499J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12499J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.1/125$223 =100 1\$aUrbanik, TJ.,$eauthor. =245 10$aForce Plate for Corrugated Container Vibration Tests /$cTJ. Urbanik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA stack of corrugated containers subjected to over-the-road vibrations behaves like a distributed spring-mass system. Severe stack vibrations can crush the bottom container, fatigue the product cushioning, and damage the product. Laboratory tests were conducted to characterize the spring-mass system response to vibration by using a force plate combined with a single accelerometer. By using the force plate, only two data acquisition channels are needed to measure the driving acceleration and response force beneath a container stack. The acceleration and force data become input to a model that reduces the stack to an equivalent single-degree-of-freedom system and identifies its properties. The merits of alternate stacking patterns and interior packaging can then be quantified in terms of their generalized mass, stiffness, and damping and the effect of these properties on the stack response. Cushioning vibration characteristics are determined for flexible product-container interactions. Container designs can be improved based on understanding the physics of transportation vibrations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShock and vibration. =650 \0$aShipping environment. =650 \0$aVibration. =650 \0$aImpact. =650 \0$aShock(Mechanics) =650 14$aShipping environment. =650 24$aShock and vibration. =650 24$aPreshipment container testing. =650 24$aUnit load transfer function. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12499J.htm =LDR 02954nab a2200529 i 4500 =001 JTE101404 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101404$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101404$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC145.4.C6 =082 04$a532.586$223 =100 1\$aPrakash, K.,$eauthor. =245 10$aStress History Effects on Consolidation and Permeability Behavior of Fine-Grained Soils /$cK. Prakash, A. Sridharan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aPractical situations wherein the soil is subjected to static stress reversals are many, and in this context, understanding the engineering behavior of soil in the field subjected to such static stress reversals gains importance. The present paper deals with the study of the effect of static cyclic loading on compressibility and permeability behavior of fine-grained soils of different clay mineralogical composition, both in the undisturbed and remolded states. The static stress reversals enable the soils to reach a "near equilibrium state" in terms of volume change, whether the soil is initially in the undisturbed state or in the remolded state. The stress history of a soil has been shown to have definite influence on the coefficient of consolidation and permeability of fine-grained soils. Soil clay mineralogy has been observed to control the nature of variation of the behavior of soils subjected to static stress reversals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPermeability. =650 \0$aEquilibrium state. =650 \0$aOverconsolidation. =650 \0$aStatic stress reversals. =650 \0$aCompressibility. =650 \0$aHigh pressure physics. =650 14$aCompressibility. =650 24$aEquilibrium state. =650 24$aOverconsolidation. =650 24$aPermeability. =650 24$aStatic stress reversals. =700 1\$aSridharan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101404.htm =LDR 03032nab a2200553 i 4500 =001 JTE100795 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100795$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100795$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC251 =082 04$a536/.2$223 =100 1\$aKossecka, Elisabeth,$eauthor. =245 10$aHot-Box Testing of Building Envelope Assemblies-A Simplified Procedure for Estimation of Minimum Time of the Test /$cElisabeth Kossecka, Jan Kosny. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aCost of performing hot-box experiments on building envelope assemblies is relatively high. That is why proper estimation of the minimum amount of time necessary to achieve required test accuracy is critical to all hot-box operators. In this paper, two methods are proposed for determining wall specimen time constants, for the hot-box apparatus testing. The requirements published in ASTM C1363-05 "Standard Test Method for the Thermal Performance of Building Materials and Envelope Assemblies by Means of a Hot Box Apparatus," concerning determination of the time to reach the steady state of heat flow are discussed. One method requires numerical calculations of the response factors with subsequent determination of time constants. The second method makes use of the approximate relation between the time constant and the product of resistance, capacity, and a structure factor. Both methods may serve for the optimization of the minimum test time during hot-box experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeat flow. =650 \0$aHeat capacity. =650 \0$aTime constants. =650 \0$aHot-box testing. =650 \0$aBuilding envelopes. =650 \0$aHeat. =650 \0$aFire. =650 \0$aTemperature. =650 14$aHot-box testing. =650 24$aTime constants. =650 24$aBuilding envelopes. =650 24$aHeat flow. =650 24$aHeat capacity. =700 1\$aKosny, Jan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100795.htm =LDR 03055nab a2200505 i 4500 =001 JTE101030 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101030$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101030$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.65 =082 04$a621.381331$223 =100 1\$aWu, Y. C.,$eauthor. =245 10$aDynamic Characteristics of Different Aspect Ratios of Small Hydraulic Orifices Using a Pressure Square Wave Generator /$cY. C. Wu, P. S. Fan, T. T. Tsung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis study examines the dynamic characteristics of different aspect ratios (length/diameter, L/D) of small hydraulic orifices. A homemade pressure square wave generator (PSWG) was employed to excite inlet pressure square waves The responses of time-domain and frequency-domain were measured by piezoelectric pressure sensors and a Spectrum Analyzer. Experimental conditions: At a pressure of 2 MPa, frequency was adjusted by the frequency converter to 200 Hz, orifice diameters range from 0.5 to 2.0 mm and lengths are from 0.5 to 3 mm (aspect ratios from 0.25 to 6). In the wave form of the time-domain response, a square waveform at the inlet of the orifice becomes a triangular waveform after the hydraulic fluid flows through the orifice. The pressure-drop via the orifice results in a delay of pressure increase and decrease. Results show a considerable pressure decay of over 90 % on the large aspect ratio of small orifices. For characteristics of dynamic control, it is necessary to improve hydraulic technology to reach the high precision field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTime-domain. =650 \0$aFrequency-domain. =650 \0$aDynamic characteristics. =650 \0$aCirculators, Wave-guide. =650 14$aPressure square wave generator. =650 24$aTime-domain. =650 24$aFrequency-domain. =650 24$aDynamic characteristics. =700 1\$aFan, P. S.,$eauthor. =700 1\$aTsung, T. T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101030.htm =LDR 03077nab a2200541 i 4500 =001 JTE101454 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101454$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101454$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF463.U5 =082 04$a153.4$223 =100 1\$aLeyi, Ge.,$eauthor. =245 10$aNovel Uncertainty-Evaluation Method of Virtual Instrument Small Sample Size /$cGe. Leyi, Wang Zhongyu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aOwing to the complication of virtual instrument measurement process, the authors applied Guide to the expression of uncertainty in measurement to evaluate the final measurement-uncertainty. However there are three essential problems that should be solved first: establishing a measurement model, calculating all error sensitivity coefficients, and correlation-coefficient. In order to analyze all random errors of the virtual instrument (VI) measurement chain, in this paper the main structure of VI measurement systems was discussed first. To establish the model of VI small sample measurement, a radial basis function neural network was used, then, based on this model, all error sensitivity coefficients were calculated by some difference equations; to calculate all correlation-coefficient of these error sources, a special arithmetic based on grey system theory was used. In the end, according to a general measurement example, uncertainty-evaluation results of this new method and Monte Carlo method were consistent, and this new method was proved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmall sample. =650 \0$aGrey system theory. =650 \0$aRBF neural network. =650 \0$aVirtual instrument. =650 \0$aUncertainty-evaluation. =650 \0$aambiguity. =650 \0$aUncertainty. =650 14$aVirtual instrument. =650 24$aUncertainty-evaluation. =650 24$aSmall sample. =650 24$aRBF neural network. =650 24$aGrey system theory. =700 1\$aZhongyu, Wang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101454.htm =LDR 02934nab a2200541 i 4500 =001 JTE101193 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101193$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101193$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE391.G93 =082 04$a721.2$223 =100 1\$aGreenwell, Dale J.,$eauthor. =245 10$aComparing Moisture Meter Readings with Measured Equilibrium Moisture Content of Gypsum Board /$cDale J. Greenwell, Marc Y. Menetrez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aMoisture meters routinely used in the field to determine the moisture content in gypsum wallboard are primarily designed and manufactured to measure the moisture content of wood. Often they are used to decide whether to replace wallboard by determining if moisture is qualitatively higher or lower than another location. Because the moisture meter is so widely used, it is necessary to establish methods to ensure their usefulness and dependability as an aid in wallboard moisture detection and remediation. A method was developed to create a series of gypsum wallboard moisture content reference standards by exposing wallboard sample sections to static moisture content levels. Gravimetric analysis revealed good accuracy and precision of the reference standards to their theoretical values. A moisture meter was then compared against these reference standards to determine the meter's accuracy and precision. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRemediation. =650 \0$aMoisture meter. =650 \0$aWater activity. =650 \0$aGypsum wallboard. =650 \0$aMoisture content. =650 \0$aGypsum. =650 14$aGypsum wallboard. =650 24$aMoisture meter. =650 24$aMoisture content. =650 24$aWater activity. =650 24$aRemediation. =650 24$aMold. =700 1\$aMenetrez, Marc Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101193.htm =LDR 03309nab a2200589 i 4500 =001 JTE100983 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100983$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100983$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC161 =082 04$a574.19/1$223 =100 1\$aMolleti, Suda,$eauthor. =245 10$aDevelopment of a New Test Method for Air Intrusion Quantification of Roofing Assemblies /$cSuda Molleti, Bas A. Baskaran, Steven Kee Ping Ko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aIn North America, approximately one-fourth of low-slope buildings are roofed with a mechanically attached assembly (MAA) with a single-ply membrane. During wind suctions, the membrane can lift and billow. This creates localized suction under the membrane. If design provisions are not made to control the air intruison at the deck level, this suction pressure can draw the indoor conditioned air into the assembly. Two main factors influence the air intrusion: the air permeability of the components and shape or volume changes during the wind uplift. Available standard test procedures can quantify the former for roof materials. However, there is no widely accepted standard specification or test to address the air intrusion characteristics of roofing assemblies. Air leakage measurement techniques used for walls are also not applicable for roof assemblies due to the membrane shape and volume changes in the roof assembly. Research efforts are under way at the National Research Council of Canada to quantify the air intrusion rate of roof assemblies. This paper presents the details of the experimental setup, test procedure, and validation effort of this newly developed test method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWind. =650 \0$aAssemblies. =650 \0$aAir leakage. =650 \0$aTest method. =650 \0$aAir intrusion. =650 \0$aRoof components. =650 \0$aAir. =650 \0$aAtmosphere. =650 14$aRoof. =650 24$aRoof components. =650 24$aAssemblies. =650 24$aAir leakage. =650 24$aAir intrusion. =650 24$aTest method. =650 24$aWind. =700 1\$aBaskaran, Bas A.,$eauthor. =700 1\$aKo, Steven Kee Ping,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100983.htm =LDR 02681nab a2200529 i 4500 =001 JTE101415 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101415$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101415$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aSchajer, Gary S.,$eauthor. =245 10$aSawblade Vibration Mode Shape Measurement Using ESPI /$cGary S. Schajer, Michael Steinzig. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aElectronic Speckle Pattern Interferometry (ESPI) is used to measure the vibration mode shapes of circular and bandsaws. A video camera views a vibrating sawblade that is illuminated by a laser light. The image within the camera is mixed with a reference light to create an interference pattern. The reference phase is stepped by 180 degrees using a piezoelectric actuator before measuring each successive image. Subtraction of the successive images gives a contour view of the vibration mode of the sawblade. The technique is noncontacting and displays vibration mode shapes in real-time. It has the advantage over the classical Chladni method because it avoids the need to spread a powder over the sawblade surface and because it can also identify low-frequency vibrations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChladni. =650 \0$aSawblade. =650 \0$aMode shape. =650 \0$aSpeckle pattern. =650 \0$aVibration. =650 \0$aMechanics. =650 14$aESPI. =650 24$aSpeckle pattern. =650 24$aMode shape. =650 24$aSawblade. =650 24$aChladni. =700 1\$aSteinzig, Michael,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101415.htm =LDR 02796nab a2200553 i 4500 =001 JTE100108 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100108$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100108$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.4 =082 04$a620.11274$223 =100 1\$aMiki, Chitoshi,$eauthor. =245 10$aPerformance Evaluation Test of the Time-of-Flight Diffraction Technique for Welded Joints of Steel Bridges /$cChitoshi Miki, Kazuhiro Nishikawa, Hiromi Shirahata, Minoru Takahashi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aUltrasonic testing can be applied to welded joints of steel bridges following a revision of the Japanese Specifications for Highway Bridges. The time-of-flight diffraction (TOFD) technique and the pulse echo technique are possible testing methods. However, the efficiency of the TOFD technique for steel bridges has until now not been investigated completely. A round robin test project using testing systems of several different companies was organized by the Ministry of Construction for this purpose. The performance of each participant system was evaluated and applicability of the TOFD technique was investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeld defect. =650 \0$aSteel bridge. =650 \0$aRound robin test. =650 \0$aNondestructive evaluation. =650 \0$aUltrasonic testing. =650 14$aNondestructive evaluation. =650 24$aUltrasonic testing. =650 24$aTime-of-flight diffraction. =650 24$aRound robin test. =650 24$aWeld defect. =650 24$aSteel bridge. =700 1\$aNishikawa, Kazuhiro,$eauthor. =700 1\$aShirahata, Hiromi,$eauthor. =700 1\$aTakahashi, Minoru,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100108.htm =LDR 02526nab a2200433 i 4500 =001 JTE101402 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101402$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101402$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531/.382$223 =100 1\$aFett, T.,$eauthor. =245 10$aSimple Expressions for the Evaluation of Stresses in Sphere-Loaded Disks Under Biaxial Flexure /$cT. Fett, G. Rizzi, M. Esfehanian, R. Oberacker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn testing ceramic materials, sphere-loaded disk tests are of increasing importance. Three different tests including one, four, and six spheres are addressed. For the first two tests, the maximum stress in the disk center was already studied in several papers. In this note, simple analytical relations for the distribution of the tangential stress will be given. The stress distribution in the center region is, for instance, necessary for the determination of effective surface and volume as used for Weibull statistics. For special applications also, stresses across larger distances from the center are desirable. As an example, strength tests on coarse-grained alumina are mentioned briefly which need a fracture mechanics evaluation for interpretation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains and stresses. =700 1\$aRizzi, G.,$eauthor. =700 1\$aEsfehanian, M.,$eauthor. =700 1\$aOberacker, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101402.htm =LDR 03334nab a2200553 i 4500 =001 JTE100662 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100662$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100662$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.4 =082 04$a620.11274$223 =100 1\$aEdalati, K.,$eauthor. =245 10$aThickness Gaging of Thin Plates by Multi-Peak Frequency Decomposition of Lamb Wave Signals /$cK. Edalati, A. Edalati, A. Kermani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aIn the present work ultrasonic Lamb wave testing has been applied for thickness gaging of thin aluminum plates with 2, 3, and 4-mm thickness. Angle probes operated in pulse-echo arrangement with 0.98 MHz central frequency and 7°, 12°, and 20° incident angles were utilized for investigations. High order modes (A1, S1, A2, and S2) were selected and evaluated for measurements and a fast Fourier transform was utilized for frequency decomposition. The variation with thickness and frequency of the phase velocity was the basis of measurement. Two methods were proposed for thickness gaging: (1) a probe with 6000-8000 m/s phase velocity and one or two other probes with higher than 10 000 m/s phase velocity were utilized simultaneously to inspect each test area and the peak frequency with the highest amplitude excited by each probe was evaluated, and (2) a single probe was utilized and all visible peak frequencies were evaluated. These methods overcome the limitations of the previous research, which applied a peak frequency shift method for corrosion monitoring of plates only for a known mode and known initial thickness and low thickness reductions. The second method is more practical and accurate and has potential for on-line automatic thickness gaging of rolled plates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFrequency. =650 \0$aLamb wave. =650 \0$aThin plates. =650 \0$aThickness gaging. =650 \0$aFast Fourier transform. =650 \0$aLamb waves. =650 \0$aPlate waves. =650 14$aLamb wave. =650 24$aThin plates. =650 24$aThickness gaging. =650 24$aFrequency. =650 24$aFast Fourier transform. =700 1\$aEdalati, A.,$eauthor. =700 1\$aKermani, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100662.htm =LDR 02826nab a2200541 i 4500 =001 JTE11852 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11852$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11852$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455 =082 04$a624.15$223 =100 1\$aAydilek, AH.,$eauthor. =245 10$aDevelopment of an Innovative Computer-Controlled Water Deairing System for Hydraulic Testing of Geosynthetics /$cAH. Aydilek, ME. Kutay. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aUse of deaired water is essential in many hydraulic tests conducted on geosynthetics. This is because air bubbles present in tap water adversely affect the test results. Additionally, long-term flow should be maintained, which requires large quantities of deaired water. An innovative computer-controlled fully automated system was developed to provide this continuous supply of deaired water and the approach is presented in this paper. The system is composed of two water deairing tanks and a control unit (hardware and software). These units were constructed to take advantage of the most recent technology available in the area of instrumentation. The efficiency of the system was checked through gradient ratio tests conducted on various soil/geotextile combinations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAutomation. =650 \0$aHydraulic testing. =650 \0$aWater deairing system. =650 \0$aLong-term flow testing. =650 \0$aGeosynthetics. =650 \0$aSoil mechanics. =650 \0$aEngineering geology. =650 14$aWater deairing system. =650 24$aAutomation. =650 24$aGeosynthetics. =650 24$aHydraulic testing. =650 24$aLong-term flow testing. =700 1\$aKutay, ME.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11852.htm =LDR 03427nab a2200637 i 4500 =001 JTE11224 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11224$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11224$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE604 =082 04$a552/.06$223 =100 1\$aYoshimura, T.,$eauthor. =245 10$aThree-Dimensional Crack Detection Method for Structures Using Simulated Strain Gages and the Body Force Method /$cT. Yoshimura, T. Harada, H. Noguchi, T. Yoshimura. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aA method for estimating the stress field of an observed domain by considering the surface of a 3-dimensional object as a pseudo3-dimensional object has been proposed in a previous report by the present authors. In this method, some strain gages and the body force method are used. In this paper, the method is applied to crack detection in notched structures. A characteristic stress field attributable to the crack can be expected in the observed domain. Crack detection is then tried by showing the characteristic stress field. Detection of an ideal crack, which is a through crack or a quarter-circular crack on the hidden side, is studied using the finite-element method (FEM). Moreover, the stress fields are estimated using the present method from the FEM's stress values instead of actual stress values. In both a through crack and a quarter-circular hidden crack, the characteristic stress field can be shown; the characteristic stress field means that two stress concentrations exist along the notch. Finally, the application limits of the present method are shown. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch. =650 \0$aElasticity. =650 \0$aStrain gage. =650 \0$aCrack detection. =650 \0$aBody force method. =650 \0$aStress concentration. =650 \0$aExperimental mechanics. =650 \0$aFinite-element analysis. =650 \0$aRock deformation. =650 \0$aStrains and stresses. =650 14$aCrack detection. =650 24$aStrain gage. =650 24$aElasticity. =650 24$aBody force method. =650 24$aNotch. =650 24$aStress concentration. =650 24$aExperimental mechanics. =650 24$aFinite-element analysis. =700 1\$aHarada, T.,$eauthor. =700 1\$aNoguchi, H.,$eauthor. =700 1\$aYoshimura, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11224.htm =LDR 02986nab a2200529 i 4500 =001 JTE11901 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11901$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11901$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5103.15 =082 04$a621.36/92$223 =100 1\$aBanthia, N.,$eauthor. =245 10$aToughness Characterization of Fiber-Reinforced Concrete :$bWhich Standard to Use? /$cN. Banthia, S. Mindess. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe major advantage of fiber-reinforced concrete (FRC) over its plain counterpart is in its improved energy absorption capability, or 'toughness.' There are currently several standard test methods available to characterize the toughness of fiber-reinforced concrete, but little is known of the relationship between the toughness results they produce for a given fiber-reinforced concrete. An attempt is made here to compare the results produced by three of these techniques: ASTM C 1018, ASTM C 1399, and JSCE SF-4 for the same concrete and to assess the subjectivity encountered in toughness characterization. It was found that there is no firm and reliable correlation between these three procedures; they would rank different FRCs differently. Only a weak correlation exists between the toughness parameters generated by the C 1399 and the SF-4 standards, and the correlation is highly dependent on the fiber type. The ASTM C 1018 procedure is the least reliable of all and produces Toughness Indices and RM,N values that are very difficult to interpret. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aConcrete. =650 \0$aStandards. =650 \0$aToughness. =650 \0$aFiber replacement. =650 \0$aFiber optics. =650 14$aConcrete. =650 24$aFiber replacement. =650 24$aTesting. =650 24$aToughness. =650 24$aStandards. =700 1\$aMindess, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11901.htm =LDR 03449nab a2200541 i 4500 =001 JTE11965 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11965$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11965$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aEmbree, TL.,$eauthor. =245 10$aEvaluation of the Uniaxiality of the Stress State in C-Ring Fracture Strength Specimens /$cTL. Embree, AE. Segall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aTo develop guidelines for using C-ring specimens for evaluating the fracture strength of ceramics in tubular form, a series of finite-element analysis (FEA) calculations was performed. These calculations focused on the ranges of specimen dimensions and loading distributions required to maintain a uniaxial stress state within the C-ring specimen under diametral loading. Results of the FEA calculations indicated that the degree of uniaxiality of the C-ring stress state could be described completely by a combination of the width-to-thickness ratio (b/t) and the inner radius-to-outer radius ratio (ri/ro). It was also found that a reasonably wide range of geometries can be used with accuracy to extract fracture strength design data, provided b/t does not get too large or ri/ro too low. Given the potential statistical distribution of flaws in most ceramics, there is also cause for concern when b/t -> 0 or ri/ro -> 1 as this implies a small sample of flaws in the critical tensile stress region. Calculations also indicated that the uniaxiality of the C-ring stress state followed the expected 1/v dependence so that the behaviors of different materials can be surmised easily from the current results calculated for v = 0.155. As expected, and in contrast to O-ring specimens, the loading distribution between the C-ring surface and platum do not seem to have any effect on the stress state. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aC-ring. =650 \0$aUniaxiality. =650 \0$aFracture strength. =650 \0$aDimensional guidelines. =650 \0$aFinite-element analysis. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aC-ring. =650 24$aFracture strength. =650 24$aUniaxiality. =650 24$aDimensional guidelines. =650 24$aFinite-element analysis. =700 1\$aSegall, AE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11965.htm =LDR 02808nab a2200505 i 4500 =001 JTE11924 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11924$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11924$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA441 =082 04$a625.8$223 =100 1\$aMcAffee, RP.,$eauthor. =245 10$aGeotechnical Properties of Compressible Materials Used for Induced Trench Construction /$cRP. McAffee, AJ. Valsangkar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aResults of a testing program to measure the compressibility and shear strength parameters of compressible fill materials commonly used for induced trench construction are presented. The geotechnical properties of sawdust, wood chips, and hay have been determined. A large-scale consolidometer and direct shear testing apparatus were used to perform the tests. To resolve strain compatibility issues, the mobilized friction angle corresponding to an appropriate shear displacement value is reported. The experimental results are compared to geotechnical properties of several other compressible materials reported in the literature that also have been used in induced trench applications. The results presented in this paper can be used to perform numerical modeling of induced trenches where these compressible materials are commonly used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInduced trench. =650 \0$aStrain compatibility. =650 \0$aCompressible material. =650 \0$aMobilized friction angle. =650 \0$aGeotechnical properties. =650 14$aCompressible material. =650 24$aInduced trench. =650 24$aMobilized friction angle. =650 24$aStrain compatibility. =700 1\$aValsangkar, AJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11924.htm =LDR 03418nab a2200649 i 4500 =001 JTE11755 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11755$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11755$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR267 =082 04$a775$223 =100 1\$aPark, CK.,$eauthor. =245 10$aQuantitative Fabric Drape Evaluation System Using Image Processing Technology (Part 1 :$bMeasurement System and Geometric Model) /$cCK. Park, S. Kim, WR. Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA quantitative fabric drape evaluation system that uses image processing technology and simple instruments has been developed. The purpose of this research is to obtain detailed quantitative information on fabric drapability from digital images captured with a commercial digital camera (or a scanner). A two-dimensional geometric drape model transformed from a drape shadow image was defined with shape parameters such as the number of nodes, the position of the nodes, and their frequency and amplitude. Statistical information including maximum, average, and variance of drape shape parameters can be obtained by using frequency analysis, as well as drape coefficients. A three-dimensional drape shape can be regenerated from its captured two-dimensional drape images with a three-dimensional simulator. The hardware required to capture drape images consists of a digital USB camera, a frame cover, and a stand to attach the camera to a traditional Cusick type drape tester. All evaluation softwares are coded with Microsoft Visual C++ and operated under Microsoft Windows 9x or above. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDrape. =650 \0$aFabric. =650 \0$aTextile. =650 \0$aDrapability. =650 \0$aDigital image. =650 \0$aImage analysis. =650 \0$aGeometric model. =650 \0$aShape parameter. =650 \0$aQuantitative evaluation. =650 \0$aImage processing$xDigital techniques. =650 \0$aPhotography$xDigital techniques. =650 14$aDrape. =650 24$aDrapability. =650 24$aImage analysis. =650 24$aShape parameter. =650 24$aDigital image. =650 24$aGeometric model. =650 24$aQuantitative evaluation. =650 24$aTextile. =650 24$aFabric. =700 1\$aKim, S.,$eauthor. =700 1\$aYu, WR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11755.htm =LDR 02638nab a2200553 i 4500 =001 JTE11404 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11404$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11404$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE211 =082 04$a625.732$223 =100 1\$aKrishnaiah, S.,$eauthor. =245 12$aA Device for Determination of Thermal Properties of Soil /$cS. Krishnaiah, DN. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThis paper deals with the details of a device we call the thermal property detector, THERMODET, which can be used for easily determining soil thermal properties such as thermal resistivity, diffusivity, and specific heat in the laboratory. Details of the fabrication of the device, its working methodology, and analysis of the results are presented in the paper. To demonstrate the efficiency of the device, studies have been conducted on soils with totally different properties such as clay, silty soil, and sand. It was determined that THERMODET works quite efficiently and is a reliable device for determining soil thermal properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilty soil. =650 \0$aSpecific heat. =650 \0$aThermal diffusivity. =650 \0$aThermal resistivity. =650 \0$aSilty sands. =650 \0$asands. =650 14$aClay. =650 24$aSilty soil. =650 24$aSand. =650 24$aThermal diffusivity. =650 24$aThermal resistivity. =650 24$aSpecific heat. =650 24$aSoil thermal property detector. =700 1\$aSingh, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11404.htm =LDR 03068nab a2200553 i 4500 =001 JTE11308 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11308$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11308$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA775 =082 04$a624.15$223 =100 1\$aZhang, J.,$eauthor. =245 10$aParametric Study on Cement Grout and Aggregate Media for Preplaced Aggregate Grouting /$cJ. Zhang, S. Swaddiwudhipong, SL. Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aExperimental programs were designed carefully and appropriate testing materials were selected for the parametric study on the flow of cement grout through aggregate media during the preplaced aggregate grouting process in concrete construction. Experimental investigations include the testing and evaluation of the viscosity of cement grout, the intrinsic permeability coefficient, and the porosity of the aggregate media. The time dependency and shear history dependency of the rheological properties of the cement grout are incorporated in the viscosity tests so as to be able to simulate more accurately the grouting process. The average shear rate of the flow is estimated from the flow velocity by determining the average nominal radius of the imaginary flow channel from the permeability testing. The resulting parameters include the yield stress and plastic viscosity of the cement grout and their time dependency, intrinsic permeability and porosity of the aggregate media, and the average nominal radius of the imaginary flow channel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPorosity. =650 \0$aRheology. =650 \0$aViscosity. =650 \0$aCement grout. =650 \0$aPermeability. =650 \0$aFoundations. =650 14$aPermeability. =650 24$aRheology. =650 24$aViscosity. =650 24$aPorosity. =650 24$aCement grout. =650 24$aPreplaced aggregate grouting. =700 1\$aSwaddiwudhipong, S.,$eauthor. =700 1\$aLee, SL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11308.htm =LDR 02862nab a2200565 i 4500 =001 JTE11382 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11382$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11382$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS627.P55 =082 04$a631.4/52$223 =100 1\$aRajeev, KP.,$eauthor. =245 10$aInstrumentation and Testing Methodology for Detecting Chloride Contaminants in Soils /$cKP. Rajeev, DN. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aContamination of subsurface soil attributable to indiscriminate land disposal of various industrial wastes is becoming a challenging problem. To counter this, engineered containment and barrier systems are used. However, to evaluate the performance of these systems, continuous monitoring to detect the presence of contaminants is essential. This necessitates development of a contaminant detector that would be useful for detecting contaminants in the soil mass in their Cl- form. With this in view, a soil contaminant detector has been developed and its testing methodology is presented in this paper. The measurements from the detector are compared with those of the argentometric method. An excellent agreement between the two results indicates efficient functioning of the soil contaminant detector. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoils. =650 \0$aDetection. =650 \0$aContaminants. =650 \0$aInstrumentation. =650 \0$aTesting methodology. =650 \0$aArgentometric method. =650 \0$aSoil. =650 14$aContaminants. =650 24$aDetection. =650 24$aSoils. =650 24$aInstrumentation. =650 24$aSoil contaminant detector. =650 24$aTesting methodology. =650 24$aArgentometric method. =700 1\$aSingh, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11382.htm =LDR 02963nab a2200541 i 4500 =001 JTE11383 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11383$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11383$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA331 =082 04$a515.7$223 =100 1\$aIsmaeel, A.,$eauthor. =245 10$aTime-Constrained Scheduling and Module Allocation for On-Line Testability in Pipelined Data Paths /$cA. Ismaeel, R. Mathew. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThis paper presents an on-line testable-pipelined data path synthesis with the goal of minimizing testing time. An independent time-constrained scheduling with a module allocation algorithm for a pipelined data path is proposed. The algorithm takes any behavioral description represented as a data flow graph as input and generates a pipelined data path. The pipelined data path is composed of resources such as modules, registers, and multiplexers. Our on-line testing methodology applies to modules where multi type operations are assigned. The test is performed on each type of operation assigned to a module. The testing time is reduced by minimizing the overall number of types of operations assigned to modules. Thus, the objective is to minimize the overall number of types of operations assigned to all modules by performing pipelined data path synthesis. Experimental results confirm there can be some improvement in minimizing the overall number of types of operations assigned to all modules. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModules. =650 \0$aData path. =650 \0$aSynthesis. =650 \0$aAllocation. =650 \0$aScheduling. =650 \0$aOn-line testing. =650 14$aAllocation. =650 24$aScheduling. =650 24$aData path. =650 24$aSynthesis. =650 24$aOn-line testing. =650 24$aModules. =700 1\$aMathew, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11383.htm =LDR 03121nab a2200565 i 4500 =001 JTE11584 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11584$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11584$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aVlassis, AG.,$eauthor. =245 10$aExperimental Evaluation of Longitudinal Seismic Performance of Bridge Restrainers at In-Span Hinges /$cAG. Vlassis, E. Maragakis, M. Saiidi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aA specimen consisting of two box girder reinforced concrete blocks representing the adjacent spans of a reference bridge at an in-span hinge was constructed and tested under incrementally increasing input excitation to investigate the impact between adjacent bridge spans at in-span hinges, to evaluate the efficacy of restrainers in reducing relative displacements across the hinges, and to examine the effects of restrainer stiffness and gap on the response of the hinge-restrainer system. Cable restrainers were used to connect the two blocks, the number and gap of which were varied during the experiments. The experimental results indicated that impacts between the adjacent frames produce acceleration levels significantly higher than what is typically assumed in design. In all the restrained system cases, restrainers were capable of reducing hinge relative displacements and preventing span unseating. However, restrainer yielding occurred under strong input motions, especially when the restrainer gap was set to zero. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact. =650 \0$aBridges. =650 \0$aRestrainers. =650 \0$aIn-span hinges. =650 \0$aSpan unseating. =650 \0$aFinite-element analysis. =650 \0$aFinite element method. =650 14$aRestrainers. =650 24$aIn-span hinges. =650 24$aImpact. =650 24$aFinite-element analysis. =650 24$aSpan unseating. =650 24$aBridges. =700 1\$aMaragakis, E.,$eauthor. =700 1\$aSaiidi, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11584.htm =LDR 02717nab a2200517 i 4500 =001 JTE10577J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10577J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10577J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2798 =082 04$a621.31373$223 =100 1\$aSuga, S.,$eauthor. =245 10$aDevelopment of Light- and Water-Exposure Apparatus /$cS. Suga. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aSeveral developments designed to solve the problems found in the operation of light- and water-exposure apparatus of enclosed carbon arc type, open flame carbon arc type, and xenon arc type are described. The life of carbon rods was lengthened from 20 to 48 h in an enclosed carbon arc lamp and from 20 to 60 h in an open flame carbon arc lamp. In a xenon lamp the rate of the decrease in radiation output was reduced, doubling the life of the lamp. An automatic system for light intensity control in a xenon arc maintained a constant level of intensity throughout the test period, and an automatic system for black-panel temperature control made it possible to minimize the variation of temperature to within ±1°C. These developments increase the usefulness in operational procedure and improve the reproducibility of the test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aXenon. =650 \0$aCarbon arcs. =650 \0$aLight exposure. =650 \0$aElectric arcs. =650 \0$aElectric current rectifiers. =650 \0$aElectric equipment. =650 14$aSpectral energy distribution. =650 24$aCarbon arcs. =650 24$aXenon. =650 24$aElectric arcs. =650 24$aLight exposure. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10577J.htm =LDR 03214nab a2200649 i 4500 =001 JTE10576J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10576J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10576J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.72 =082 04$a620.1/1292$223 =100 1\$aSyamala Rao, BC.,$eauthor. =245 10$aStudies on the Characteristics of Erosion with Plain Jets and Jets with Cavitation Inducers /$cBC. Syamala Rao, KS. Janakiram. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aExperimental investigations made on the characteristics of erosion resulting from the impingement of liquid jets is reported. Experiments were conducted for several plain jets of 4- to 12-mm diameter and jets with cavitation inducers of four diameter ratios in a velocity range of 5 to 45 m/s. A detailed dimensional analysis of the several parameters governing liquid impingement erosion is presented. The erosion rate-time curves for impingement by jets with cavitation inducers did not show the incubation and accumulation zones significantly. The normalized erosion rate increased with jet velocity and approached a constant value at higher jet velocities. The erosion rate decreased rapidly and then remained approximately constant with an increase in caviation number. The erosion rate increased faster with frequency of impingement than with increase in jet velocity. A maximum value in peak erosion rate occurred around angles of impingement of 25 to 40 deg. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNozzle. =650 \0$aErosion. =650 \0$aInducer. =650 \0$aFrequency. =650 \0$aCavitation. =650 \0$aDrop tests. =650 \0$aImpact tests. =650 \0$aCavitation jets. =650 \0$aCharacteristics. =650 \0$aErosion testing. =650 \0$aErosions. =650 \0$aMaterials$xTesting. =650 14$aErosion. =650 24$aCavitation. =650 24$aImpact tests. =650 24$aDrop tests. =650 24$aCharacteristics. =650 24$aCavitation jets. =650 24$aInducer. =650 24$aNozzle. =650 24$aFrequency. =700 1\$aJanakiram, KS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10576J.htm =LDR 02440nab a2200541 i 4500 =001 JTE10581J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10581J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10581J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aWood, WE.,$eauthor. =245 12$aA Composite Grip Design for Elimination of Extraneous Noise During Acoustic Emission Testing /$cWE. Wood, DD. Dilipkumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA major problem in acoustic emission analysis during dynamic loading is the noise generated by the test system itself. A composite grip assembly, designed on the principle of rapid attenuation of sound waves when they pass through multiple interfaces, can reduce the background noise by almost two orders of magnitude. This allows a maximum amount of information to be obtained through acoustic emission analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustics. =650 \0$aComposite grips. =650 \0$aNoise reduction. =650 \0$aBackground noise. =650 \0$aFracture toughness. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aAcoustics. =650 24$aBackground noise. =650 24$aNoise reduction. =650 24$aComposite grips. =650 24$aFracture toughness testing. =700 1\$aDilipkumar, DD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10581J.htm =LDR 02664nab a2200553 i 4500 =001 JTE10579J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10579J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10579J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.1/8$223 =100 1\$aSutton, SA.,$eauthor. =245 10$aFracture Toughness of Stretched Acrylic Plastic /$cSA. Sutton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper presents the method and results of a parametric study of instability toughness, as measured by the plane-strain KIc and plane-stress Kc fracture toughness of a multiaxially stretched acrylic plastic. A large number of computer-controlled tests were conducted with the compact tension specimen under high compliance loading/load control. These tests reveal the significant effects on Kc and KIc of a wide range of loading rates, specimen thicknesses, and specimen geometry. A direct and immediate application of the results is the recommendation of a new fracture toughness acceptance test for these materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aAcrylic resins. =650 \0$aFracture strength. =650 \0$aStretched acrylic. =650 \0$aMaterials specifications. =650 \0$aMechanical properties. =650 \0$aComposites. =650 \0$aComposite materials$xMechanical properties. =650 14$aMechanical properties. =650 24$aFracture strength. =650 24$aToughness. =650 24$aAcrylic resins. =650 24$aMaterials specifications. =650 24$aStretched acrylic. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10579J.htm =LDR 03339nab a2200613 i 4500 =001 JTE10575J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10575J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10575J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.52 =082 04$a620.1/121$223 =100 1\$aJordan, EH.,$eauthor. =245 10$aStress Analysis from Temperature Data /$cEH. Jordan, BI. Sandor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA measurement system for monitoring temperature change during mechanical deformation is described. The system is based on thermocouples welded directly to the specimen and is capable of distinguishing temperatures smaller than 0.1°C with a response time less than 0.01 s. An equation to relate temperature change to mechanical variables is stated and experimentally verified. The scalar quantity temperature can be used in stress analysis to determine other scalar quantities related to stress or both stress and plastic strain. Three methods are proposed for analyzing temperature data. The methods are discussed in terms of the basic equation and are experimentally verified. A key element in these methods is the use of rapid loading and rapid data collection that results in data not appreciably altered by heat conduction. Collectively these methods can be used to detect plastic strains as small as 0.0003 m/m in mild steel, to determine magnitudes of specific plastic work, and to determine pressure for elastic deformation. This paper discusses the theoretical and experimental foundations for techniques potentially useful to the study of notched members. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aHysteresis. =650 \0$aStress analysis. =650 \0$aElastic deformation. =650 \0$aInelastic deformation. =650 \0$aTemperature measurement. =650 \0$aThermoelasticity. =650 \0$aPlastic strain. =650 \0$aPlastic work. =650 14$aStress analysis. =650 24$aStrains. =650 24$aTemperature measurement. =650 24$aElastic deformation. =650 24$aInelastic deformation. =650 24$aHysteresis. =650 24$aPlastic strain. =650 24$aPlastic work. =650 24$aThermoelasticity. =700 1\$aSandor, BI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10575J.htm =LDR 02815nab a2200613 i 4500 =001 JTE10580J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10580J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10580J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC665.E4 =082 04$a537$223 =100 1\$aIshai, O.,$eauthor. =245 14$aThe "Instantaneous" Effect of Internal Moisture Conditions on the Strength of Glass-Fiber-Reinforced Plastics /$cO. Ishai, U. Arnon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aGlass-fiber-reinforced laminates composed of two different commercial epoxy resin matrix formulations, a "medium-temperature" system and a "high-temperature" system, were tested in tension after immersion in hot water. Tests were carried out both in the "as-is" wet condition and after drying. The internal moisture condition was found to have a significant effect on the tensile strength. Dried specimens of the medium-temperature resin were stronger than their wet counterparts. The reverse was the case with specimens based on the high-temperature resin. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLaminates. =650 \0$aEpoxy resin. =650 \0$aFiber composites. =650 \0$aTensile strength. =650 \0$aInternal moisture. =650 \0$aComposite materials. =650 \0$aHot water immersion. =650 \0$aAnisotropy. =650 \0$aComposite material$xproperties. =650 \0$aTension testing. =650 14$aComposite materials. =650 24$aFiber composites. =650 24$aTensile strength. =650 24$aInternal moisture. =650 24$aGlass-fiber-reinforced plastics. =650 24$aEpoxy resin. =650 24$aLaminates. =650 24$aHot water immersion. =700 1\$aArnon, U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10580J.htm =LDR 02643nab a2200637 i 4500 =001 JTE10578J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10578J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10578J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.M3 =082 04$a610.28$223 =100 1\$aMai, YW.,$eauthor. =245 10$aFracture Toughness Evaluation of Polymers with Surface-Crack Specimens /$cYW. Mai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe use of surface-crack specimens subjected to tension and bending loads for the fracture toughness evaluation of two typical polymers, polypropylene and polystyrene, is described. Experimental results are discussed with particular reference to various correction factors such as slow growth, finite width, back face, crazing, and yielding. Fracture toughness values are also given for two grades of polystyrene of different molecular weights in the temperature range -160 to +40°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aBending. =650 \0$aCrazing. =650 \0$aTension. =650 \0$aPolymers. =650 \0$aYielding. =650 \0$aCraze growth. =650 \0$aCrack propagation. =650 \0$aFracture properties. =650 \0$aPolymeric. =650 \0$aAbsorbable polymers. =650 \0$aBioabsorbable Polymers. =650 14$aFracture properties. =650 24$aPolymers. =650 24$aCracks. =650 24$aCraze growth. =650 24$aBending. =650 24$aTension. =650 24$aYielding. =650 24$aCrazing. =650 24$aCrack propagation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10578J.htm =LDR 03732nab a2200505 i 4500 =001 JTE11951J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11951J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11951J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.M5 =082 04$a620.1/1892$223 =100 1\$aMeyers, DE.,$eauthor. =245 10$aOptimization of Test Parameters for Quantitative Stress Measurements Using the Miniaturized Disk-Bend Test /$cDE. Meyers, FC. Chen, J. Zhang, AJ. Ardell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aA recently-developed miniaturized disk-bend test (MDBT) has been successfully used to evaluate the mechanical properties of a variety of materials, using specimens 3 mm in diameter. The load is applied either by a solid ball (the ball-on-ring (BOR) mode), or by a hollow cylinder (the ring-on-ring (ROR) mode). We have reproduced the yield stresses of ordered intermetallic compounds and the fracture toughnesses of several ceramics using analytical solutions to the equations of elasticity theory. Despite this success there are several curious features involved in the analysis of data, for example, in previous tests conducted in the BOR mode correct values of the yield stress were obtained using the equations appropriate to clamped specimens, whether or not they were actually clamped in the test fixture. We show that this is ubiquitous to tests in the BOR mode, and does not arise because of frictional constraints at the supporting ring. We have also completed a thorough evaluation of testing in the ROR mode, in which the yield stresses of cold-rolled or annealed AISI type 302 stainless steel were measured using various combinations of specimen thickness and radii of the loading and supporting rings, and compared to those of tensile specimens machined from the same material. The most accurate and reproducible measurements of the yield strength were obtained for specific combinations of specimen thickness and geometry of the apparatus. We describe these conditions and demonstrate that they provide values that are always within 10% of the tensile results. The errors induced by potential misalignments in the MDBT are also discussed, and are shown to cause no more than a 5% deviation in the measured yield stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield stress. =650 \0$aMechanical properties. =650 \0$aMicromechanics. =650 \0$aSolid state physics. =650 14$aMiniaturized disk-bend test (MDBT) =650 24$aYield stress. =650 24$aMechanical properties. =700 1\$aChen, FC.,$eauthor. =700 1\$aZhang, J.,$eauthor. =700 1\$aArdell, AJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11951J.htm =LDR 02899nab a2200553 i 4500 =001 JTE11954J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11954J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11954J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aHearn, G.,$eauthor. =245 10$aResonance Monitoring of Building Assemblies for Durability Tests /$cG. Hearn, RB. Testa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aResonance monitoring is an established method for detecting deterioration in materials in accelerated aging tests Current ASTM practice monitors a single resonance. If more than one resonance is monitored it becomes possible to distinguish localized deterioration from general deterioration, to identify the specific locations of deterioration, and to recognize anticipated deterioration events. Data on location of deterioration is important in durability tests for assemblies where a distinction between materials failures and failures due to stress concentration is needed. Relations for the interpretation of changes in resonance as location of deterioration are developed. A laboratory study of condition monitoring by resonance in fatigue loading of a welded steel frame is reviewed. A potential application for resonance monitoring in building assemblies is outlined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDurability. =650 \0$aDamage location. =650 \0$aDamage detection. =650 \0$aResonance testing. =650 \0$aBuilding assemblies. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aDurability. =650 24$aResonance testing. =650 24$aBuilding assemblies. =650 24$aDamage detection. =650 24$aDamage location. =700 1\$aTesta, RB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11954J.htm =LDR 02673nab a2200553 i 4500 =001 JTE11953J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11953J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11953J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aSivakumar, K.,$eauthor. =245 12$aA Novel Method for Imaging the Damage Pattern in Laminated Plastic Materials Subjected to Ballistic Impact /$cK. Sivakumar, YV. Ramakrishna, K. Ramanjaneyulu, T. Balakrishna Bhat. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA new method for assessing the damage in laminated composites upon ballistic impact has been suggested. The proposed method, called infiltration radiography, consists of impregnating a semisolid lubricant mixed with fine metallic powder deep into the damage caused by bullets. The effect of metal content on the quality of image has been studied to determine the minimum required amount of metal powder. The influence of radiographic parameters such as voltage, current, and exposure time has also been studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArmor. =650 \0$aPenetration. =650 \0$aImage intensity. =650 \0$aSemisolid lubricant. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aArmor. =650 24$aPenetration. =650 24$aInfiltration radiography of composite materials. =650 24$aSemisolid lubricant. =650 24$aImage intensity. =700 1\$aRamakrishna, YV.,$eauthor. =700 1\$aRamanjaneyulu, K.,$eauthor. =700 1\$aBalakrishna Bhat, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11953J.htm =LDR 02632nab a2200625 i 4500 =001 JTE11947J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11947J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11947J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aAzimi, HR.,$eauthor. =245 10$aFatigue Crack Initiation in Nonferrous Materials :$bA Model Assessment /$cHR. Azimi, GA. Miller. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aElastic stress concentration (Ktd approach), fracture mechanics, and local strain approaches were evaluated for predicting fatigue crack initiation for a 2024-T3 aluminum alloy, commeretally pure copper. 70-30 brass, and Cu-Be alloy 25 Blunt (keyhole) and sharp (V-notched) compact tension specimens were subjected to cyclic loading in ambient laboratory air to produce crack initiation in the range 104 to 106 cycles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aAluminum. =650 \0$aInitiation. =650 \0$aCopper alloys. =650 \0$aCyclic loading. =650 \0$aLow-cycle fatigue. =650 \0$aNonferrous materials. =650 \0$aFatigue crack initiation. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aNonferrous materials. =650 24$aFatigue crack initiation. =650 24$aInitiation. =650 24$aFatigue. =650 24$aLow-cycle fatigue. =650 24$aCyclic loading. =650 24$aAluminum. =650 24$aCopper alloys. =700 1\$aMiller, GA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11947J.htm =LDR 04122nab a2200493 i 4500 =001 JTE11948J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11948J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11948J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aKirk, MT.,$eauthor. =245 10$aJ and CTOD Estimation Equations for Shallow Cracks in Single Edge Notch Bend Specimens /$cMT. Kirk, RH. Dodds. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aFracture toughness values determined using shallow cracked single edge notch bend.SE(B), specimens of structural thickness are useful for structural integrity assessments.However, testing standards have not yet incorporated formulas that permit evaluation of J and CTOD for shallow cracks from experimentally measured quantities (i.e., load, crack mouth opening displacement (CMOD), and load line displacement (LLD)) Results from two-dimensional plane strain finite element analyses are used to develop J and CTOD estimation strategies appropriate for application to both shallow and deep crack SE(B) specimens.Crack depth to specimen width (a/W) ratios between 0.05 and 0.70 are modeled using Ramberg-Osgood strain hardening exponents (n) between 4 and 50.The estimation formulas divide J and CTOD into small scale yielding (SSY) and large scale yielding (LSY) components.For each case, the SSY component is determined by the linear elastic stress intensity factor.Kf.The formulas differ in evaluation of the LSY component.The techniques considered include: estimating J or CTOD from plastic work based on load line displacement (Apl?CMOD), from the area under a load versus plastic crack mouth opening displacement diagram (Apl?CMOD), and from the plastic component of crack mouth opening displacement (CMODpl) Apl?CMOD provides the most accurate J estimation possible.The finite element results for all conditions investigated fall within 9% of the following formula.JK2(1?v2)F+?J?CBbApl?CMOD where ?J?C3.785?3.101aW+2.018(aW)2 The insensitivity of ?J?C to strain hardening permits J estimation for any material with equal accuracy.Further, estimating J from CMOD rather than LLD eliminates the need to measure LLD, thus simphfying the test procedure.Alternate estimates of J and CTOD from measured plastic areas have equivalent accuracy to this formula; however, the ? coefficients in these equations depend on the strain hardening coefficient.CTOD estimates based on scalar proportionality of CTODlsy, and CMODpl, such as that used in ASTM E 1290, Test Method for Crack-Tip Opening Displacement (CTOD) Fracture Toughness Measurement, are highly inaccurate especially for materials with considerable strain hardening. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSE(B) specimen. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aFracture toughness testing. =650 24$aJ. =650 24$aCTOD. =650 24$aSE(B) specimen. =650 24$aFinite element analysis. =700 1\$aDodds, RH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11948J.htm =LDR 02504nab a2200529 i 4500 =001 JTE11957J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11957J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11957J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1185 =082 04$a671.5/3$223 =100 1\$aLennon, TP.,$eauthor. =245 12$aA Cutting Apparatus to Aid in the Preparation of Ring Specimens for Tensile Testing of Latex Condoms and Other Thin Elastic Films /$cTP. Lennon, V. Srisamang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA new cutting device has been developed for preparing condom ring specimens for tensile testing. The cutting apparatus requires minimal training and produces a consistent specimen. The device, consisting of a die with replaceable blades and a ?g for holding the condom, was designed to be mounted on a conventional high-precision lever press. The underlying principles used in the design of this apparatus may be adapted to improve reliability and quality cutting of any thin elastic material that is difficult to handle. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLatex. =650 \0$aCondom. =650 \0$aCutting device. =650 \0$aTensile testing. =650 \0$amachining. =650 \0$acutting. =650 \0$aManufacturing processes. =650 14$aCondom. =650 24$aCutting device. =650 24$aTensile testing. =650 24$aLatex. =700 1\$aSrisamang, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11957J.htm =LDR 02422nab a2200505 i 4500 =001 JTE11956J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11956J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11956J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC318.M3 =082 04$a531/.1137$223 =100 1\$aDouglas, JS.,$eauthor. =245 13$aAn Improved Moisture Permeability Measurement Method /$cJS. Douglas, TH. Kuehn, JW. Ramsey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis paper describes the development of a new method for measuring water vapor transport through common building materials. The method represents an improvement in flexibility over the standard ASTM cup methods in terms of allowing inothermal and nonisothermal testing. The method also accounts for convective boundary layers on both sides of the test material. This paper contains preliminary test results using gypsum board materials. Future testing will attempt to gain transport data for these and other materials under likely operating environments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMoisture. =650 \0$aMeasurement. =650 \0$amass transfer. =650 \0$aDiffusion. =650 14$aDiffusion. =650 24$aMeasurement. =650 24$aMoisture. =650 24$aMass transfer. =700 1\$aKuehn, TH.,$eauthor. =700 1\$aRamsey, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11956J.htm =LDR 02976nab a2200553 i 4500 =001 JTE11952J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11952J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11952J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aKnaebe, M.,$eauthor. =245 10$aDetermining Paint Adhesion to Wood Using a Uniform Double-Cantilever Beam Technique /$cM. Knaebe, RS. Williams. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAccurately predicting paint adhesion without the lengthy time required for typical exposure and evaluation is advantageous. Mechanical tests that use shear block, lap shear, or tensile specimens to measure paint adhesion result in large data variability, making it difficult to differentiate subtle changes in adhesive strength. The objective of this study was to decrease the variability of measured paint adhesion in fracture toughness tests. Preliminary and computer-aided experiments were conducted using uniform double-cantilever beam (UDCB) and shear block specimens. The coefficient of variation (COV) for the shear block tests was about 15%. The UDCB specimens cut from the same panels as the shear block specimens had a COV of 10%. Computer-aided tests of UDCB specimens gave a COV of less than 5%. Results show that using UDCB specimens with the aid of a computer is an excellent technique for determining paint adhesion to wood. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPaint. =650 \0$aAdhesion. =650 \0$aBond strength. =650 \0$aAdhesive strength. =650 \0$aFracture toughness. =650 \0$aAdhesives. =650 \0$aJoints (Engineering) =650 14$aPaint. =650 24$aUniform double-cantilever beam (UDCB) =650 24$aFracture toughness. =650 24$aAdhesion. =650 24$aAdhesive strength. =650 24$aBond strength. =700 1\$aWilliams, RS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11952J.htm =LDR 02637nab a2200481 i 4500 =001 JTE11959J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11959J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11959J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aBlackketter, DM.,$eauthor. =245 10$aAccurate and Precise Fabrication of Iosipescu Shear Test Specimens /$cDM. Blackketter, EM. Odom. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe experimental measurement of the shear modulus and shear strength has been of special interest to the materials and composites community for a number years. In recent years, the Iosipescu shear test method has become popular and widely used. The most widely used test fixture is the Modified Wyoming test fixture which requires a specific and accurately fabricated specimen. To date, the methodology to fabricate and inspect these specimens has been left to the discretion of the individual investigators. This technical note presents a suggested methodology for the accurate and precise fabrication of Iosipescu shear test specimens. Dimensional data and the associated error from specimens fabricated are presented as verification of the methodology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExperimental methods. =650 \0$aIosipescu shear test. =650 \0$aFabrication of specimens. =650 \0$aShear (Mechanics) =650 14$aIosipescu shear test. =650 24$aFabrication of specimens. =650 24$aExperimental methods. =700 1\$aOdom, EM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11959J.htm =LDR 02803nab a2200529 i 4500 =001 JTE11949J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11949J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11949J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ930 =082 04$a621.8/672$223 =100 1\$aRomilly, DP.,$eauthor. =245 10$aInitiation and Stable Crack Growth Behavior of API X70 Steel at Low Temperatures (25°C >= T >= -95°C) /$cDP. Romilly. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aSmall-scale tests employing single edge notch bend (SENB) specimens of API X70 pipeline steel were conducted to assess the initiation and stable growth behavior of this material at test temperatures between 25°C and -95°C. Material resistance curves were generated based on various proposed J-integral and crack tip opening displacement (CTOD) relationships and criteria for defining crack initiation and stable growth. DC potential drop crack growth monitoring was employed to provide crack propagation data for development of the resistance curves. The temperature dependence of crack initiation and stable growth properties of this material are quantified and presented. Verification of the temperature independence of the normalized J or CTOD tearing modulus is also provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAPI X70 steel. =650 \0$aJ-integral (J) =650 \0$aPotential drop. =650 \0$aElastic-plastic fracture. =650 \0$apipelines. =650 \0$aPiping$xMaintenance and repair. =650 14$aElastic-plastic fracture. =650 24$aJ-integral (J) =650 24$aCrack tip opening displacement (CTOD) =650 24$aAPI X70 steel. =650 24$aPipelines. =650 24$aPotential drop. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11949J.htm =LDR 03639nab a2200505 i 4500 =001 JTE11955J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11955J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11955J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC793.5.G32 =082 04$a537.5/35$223 =100 1\$aTan, S-A,$eauthor. =245 10$aDensity Measurement of Cylindrical Specimens Within a Mold by Gamma-Rays /$cS-A Tan, T-F Fwa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper describes a series of tests used to establish a method of nondestructive density measurements of cylindrical specimens contained within a mold by using a twin-probe gamma-ray density gage. Cylindrical specimens within molds are common occurrence in civil engineering practice; examples are soil, concrete, or bituminous cores obtained by in situ sampling or laboratory compaction. In several applications it may be desirable to determine the core densities without removal from the mold, and this can be achieved by the use of a gamma-ray density gage which is an adaptation of a twin-probe direct transmission field gage for laboratory density measurement. It is shown that linear calibration relationships can be obtained by two different procedures. The first case is to use the count ratio between the count rate of specimen with mold to count rate of air plotted against the composite density of the specimen and mold. The composite density is computed using the irradiated volumetric proportions of the specimen and mold. The other case is to use the count ratio between the count rate of specimen and mold to the count rate of mold only plotted against the density of the specimen. Experiments were conducted with three aluminum molds of 116, 119, and 124 mm external diameters and 102 mm internal diameter, for five specimens of 100 mm diameters with density froms 0.87 to 2.70 g/cm3. Based on the radiation attenuation law, a theoretical basis for the linear calibration in the two cases are established. Comparison of the theoretical slopes of the calibration lines with the experimental slopes showed excellent agreement, thus verifying the validity of the calibration procedures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCylindrical molds. =650 \0$aCylindrical specimens. =650 \0$aCalibration procedures. =650 \0$aGamma-ray density gage. =650 \0$aGamma rays. =650 14$aGamma-ray density gage. =650 24$aCylindrical specimens. =650 24$aCylindrical molds. =650 24$aCalibration procedures. =700 1\$aFwa, T-F,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11955J.htm =LDR 02963nab a2200529 i 4500 =001 JTE11950J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11950J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11950J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aNishimura, T.,$eauthor. =245 10$aSlice Synthesis Technique for an Embedded Crack in Residual Stress Fields /$cT. Nishimura. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aStress intensity factors are obtained for an embedded elliptical crack in a plate subjected to remote tensile and welding induced residual stresses. The three-dimensional crack configuration is reduced to a system of two-dimensional configurations in the crack depth and in crack length directions by using the slice synthesis technique. The algebraic equations on crack face displacements are formulated in terms of unknown coupled tractions acting on the slices. These equations are solved using a multiple linear regression scheme, and the unknown tractions and stress intensity factors are calculated. The accuracy of stress intensity factors is compared with known results from the literature for an embedded elliptical crack in tension and for an embedded penny-shaped crack subjected to welding residual stress. The stress intensity factors are presented for various elliptically shaped cracks embedded in an infinite plate and subjected to three different types of welding residual stresses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeld. =650 \0$aEmbedded crack. =650 \0$aResidual stress. =650 \0$aSlice synthesis. =650 \0$aStress intensity factor. =650 \0$aresidual stresses. =650 \0$aMechanical prestressing. =650 14$aEmbedded crack. =650 24$aResidual stress. =650 24$aStress intensity factor. =650 24$aWeld. =650 24$aSlice synthesis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11950J.htm =LDR 02865nab a2200553 i 4500 =001 JTE11958J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11958J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11958J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.P6 =082 04$a668.4/225$223 =100 1\$aUkponmwan, JO.,$eauthor. =245 10$aCompressibility Analysis of Wet Abraded Woven Fabrics /$cJO. Ukponmwan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThis paper is concerned with the effect of abrasion on the compressional properties of different woves textile fabrics. The abrasive wear was induced using an Accelerator under wet and damp conditions and measured via mass loss. The compressional properties, i.e., compression and compressibility, were determined under comparable experimental conditions on an Instron Tensile Tester. Changes in the compressional properties of the fabrics caused by increments of pressure in the Instron were noted. The relationship between the compressional properties and such physical properties as mass, thickness, density, and specific volume of the fabrics before abrasion is also reported. The damp-abraded fabrics showed higher percentage increase or decrease difference in fabric compressional properties at given incremeats of pressure than the wet-abraded fabrics when compared to the unabraded fabrics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWool. =650 \0$aWoven. =650 \0$aCotton. =650 \0$aCompressibility. =650 \0$aCotton/polyester. =650 \0$aAbrasion resistance. =650 \0$apolyester. =650 14$aAbrasion resistance. =650 24$aCotton. =650 24$aCotton/polyester. =650 24$aWool. =650 24$aWoven. =650 24$aCompressibility. =650 24$aPercentage loss in weight. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11958J.htm =LDR 02833nab a2200601 i 4500 =001 JTE12481J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12481J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12481J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA353 =082 04$a620.105 22$223 =100 1\$aSegall, AE.,$eauthor. =245 10$aExperimental and Analytical Evaluation of the Mechanical Performance of a Gas-Fired Ceramic Radiant Tube at Steady-State /$cAE. Segall, JR. Hellmann, P. Strzepa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThermal profiles determined on instrumented silicon carbide radiant tubes were used to quantify thermoelastic stress distributions during steady-state operation at temperatures up to 1260°C. Tube failure probabilities were calculated using finite-element analysis incorporating Weibull strength data compiled on tubular sections at high temperature. Results indicate the significance of the axial and radial temperature gradients on the thermoelastic stresses and failure probabilities as well as the viability of a reaction bonded silicon carbide material for radiant tube applications up to 1260°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeibull. =650 \0$aRadiant tube. =650 \0$aThermal profiles. =650 \0$aFailure probability. =650 \0$aThermoelastic stress. =650 \0$aThermoelastic stress analysis. =650 \0$aThermoelasticity. =650 \0$aSteady-state. =650 \0$aCeramic. =650 14$aThermal profiles. =650 24$aThermoelastic stress. =650 24$aSteady-state. =650 24$aWeibull. =650 24$aFailure probability. =650 24$aRadiant tube. =650 24$aCeramic. =700 1\$aHellmann, JR.,$eauthor. =700 1\$aStrzepa, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12481J.htm =LDR 02624nab a2200565 i 4500 =001 JTE12488J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12488J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12488J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aRosenthal, YA.,$eauthor. =245 10$aJIc Data Analysis Methods with a "Negative Crack Growth" Correction Procedure /$cYA. Rosenthal, RL. Tobler, PT. Purtscher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aIt often occurs in J-R testing that some of the initial crack extension (?a) data points have anomalous negative values. ASTM Methods E 813-87 and E 813-81, however, do not specify any procedures for treating such data. We propose a procedure for data analysis which utilizes the negative ?a values and is consistent with ASTM E 813-87. The proposed correction procedure is illustrated using a data set for austenitic steel; also, JIc values obtained using ASTM E 813-87 are compared to those obtained from its predecessor E 813-81. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-curve. =650 \0$aJ-integral. =650 \0$aJ-R testing. =650 \0$aNegative crack growth. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 \0$aCrack. =650 14$aASTM Method E 813-87. =650 24$aFracture toughness. =650 24$aJ-integral. =650 24$aJ-R testing. =650 24$aNegative crack growth. =650 24$aR-curve. =700 1\$aTobler, RL.,$eauthor. =700 1\$aPurtscher, PT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12488J.htm =LDR 03197nab a2200793 i 4500 =001 JTE12486J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12486J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12486J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA473 =082 04$a620.175$223 =100 1\$aDavis, DC.,$eauthor. =245 13$aAn Approach to Predicting Long-Term Toughness, Strength, and Ductility of a Cr-Mo-V Steel Alloy Using Short-Term Tests /$cDC. Davis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aWithin recent years, material science researchers have attempted to develop unified or strain rate sensitive constitutive theories to characterize the mechanical behavior of metal alloys in the creep regime. Some of these theories, such as that by E. W. Hart, employ short-time load relaxation tests to obtain a unique set of material property data relating stress and plastic strain rate. Within the context of these theories, a methodology for assessing the long-term toughness, strength, and ductility of Cr-Mo-V rotor steel alloys is demonstrated in this paper using a series of short-term tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch. =650 \0$aSteel. =650 \0$aTests. =650 \0$aBrittle. =650 \0$aStrength. =650 \0$aDuctility. =650 \0$aToughness. =650 \0$aRelaxation. =650 \0$aDeformation. =650 \0$aStrain rate. =650 \0$aCreep rupture. =650 \0$aIntergranular. =650 \0$aTransgranular. =650 \0$aConstitutive equation. =650 \0$aGrain boundary sliding. =650 \0$aSteel$xCreep. =650 \0$aSteel$xDuctility. =650 14$aBrittle. =650 24$aCreep rupture. =650 24$aConstitutive equation. =650 24$aChromium-molybdenum-vanadium. =650 24$aDeformation. =650 24$aDuctility. =650 24$aGrain boundary sliding. =650 24$aIntergranular. =650 24$aNotch. =650 24$aRelaxation. =650 24$aSteel. =650 24$aStrength. =650 24$aStrain rate. =650 24$aSlip. =650 24$aToughness. =650 24$aTests. =650 24$aTransgranular. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12486J.htm =LDR 03383nab a2200601 i 4500 =001 JTE12483J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12483J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12483J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419 =082 04$a620.12$223 =100 1\$aMcNatt, JD.,$eauthor. =245 10$aInstrumented Impactor for Testing Wood-Base Floor Panels /$cJD. McNatt, LA. Soltis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe current ASTM method for evaluating impact resistance (ASTM E 661), which uses a leather bag filled with 14 kg (30 lb) of lead shot, is adequate for comparative rating of panels. Our objective was to obtain a more precise measure of failure initiation. An instrumented steel impactor was developed to evaluate the impact resistance of single-layer wood-base floor panels. Panel materials evaluated were plywood, waferboard (two manufacturers), and oriented strandboard. All were nominally 19 mm (¾ in.) thick with tongue-and-groove edges and were approved for single-layer flooring. Impact resistance tests were conducted on the panels using a 14-kg (30-lb) lead-shot bag, a 14-kg (30-lb) steel impactor, and a 27-kg (60-lb) steel impactor. Floor panel damage was measured by the amount of energy absorbed by the panel, time to maximum deflection, and residual panel deflection (permanent set). The 14-kg (30-lb) impactor proved to be more precise for identifying damage initiation because the 27-kg (60-lb) impactor caused complete failure of some waferboard and oriented strandboard after only two or three drops. For all panel types, the 14-kg steel impactor caused 30 to 40% greater deflection than the 14-kg lead-shot bag for any given drop height. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFloors. =650 \0$aPlywood. =650 \0$aWaferboard. =650 \0$aTest method. =650 \0$aImpact resistance. =650 \0$aWood$xBonding. =650 \0$aFloor joists$xTesting. =650 \0$aWood construction$xTesting. =650 \0$aWood. =650 \0$aWood$xTesting. =650 14$aInstrumented impact testing. =650 24$aFloors. =650 24$aPlywood. =650 24$aWaferboard. =650 24$aOriented strandboard (OSB) =650 24$aTest method. =650 24$aImpact resistance. =700 1\$aSoltis, LA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12483J.htm =LDR 02471nab a2200505 i 4500 =001 JTE12482J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12482J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12482J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419 =082 04$a620.12$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aBehavior of Rubber-Based Elastomeric Construction Adhesive in Wood Joints /$cPJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aEight generically similar (i.e., rubber base) commercial elastomeric construction adhesives were evaluated to determine the differences in strength and load-slip behavior when wood joints were subjected to lateral (shear) loading. Eighteen joints were made with each of the eight adhesive brands. Ten of these specimens were exposed for various lengths of time (1 to 80 days) to temperatures of 150°F (65°C), before equilibrating to room temperature, then testing. The remaining eight specimens made with each adhesive were used as a control. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood joints. =650 \0$aTemperature effects. =650 \0$aDuration of exposure. =650 \0$aElastomeric adhesives. =650 \0$aAdhesive joints$xTesting. =650 \0$aAdhesives$xTesting. =650 14$aElastomeric adhesives. =650 24$aTemperature effects. =650 24$aDuration of exposure. =650 24$aWood joints. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12482J.htm =LDR 02648nab a2200529 i 4500 =001 JTE12480J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12480J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12480J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1/123/028$223 =100 1\$aDally, JW.,$eauthor. =245 10$aMeasuring the Stress Intensity Factor for Propagating Cracks with Strain Gages /$cJW. Dally, RJ. Sanford. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA new method for measuring the K value of a straight crack propagating in an isotropic plate is presented. A row of strain gages is placed at a constant distance above the crack line, and each gage is oriented to eliminate the second (B0) term in a three-term representation of the strains. The method of analysis then provides a solution with three-parameter accuracy. Both static and dynamic analyses were performed, and the differences between the two were found to be small for crack velocities less than 0.3cR. The method was demonstrated with an experiment on 4340 alloy steel, and results for K at a crack velocity of 656 m/s were obtained. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain gage. =650 \0$aDynamic fracture. =650 \0$aStress intensity factor. =650 \0$aStrain gages. =650 \0$aCrackpropagation. =650 \0$aToughness. =650 \0$aFracture strength. =650 14$aStress intensity factor. =650 24$aDynamic fracture. =650 24$aStrain gage. =650 24$aCrack propagation toughness. =700 1\$aSanford, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12480J.htm =LDR 02645nab a2200433 i 4500 =001 JTE12489J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12489J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12489J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417 =082 04$a620.1$223 =100 1\$aLeon-Salamanca, .,$eauthor. =245 10$aNondestructive Testing (Metallurgy and Materials Science) /$c. Leon-Salamanca. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aNondestructive testing (NDT) has become one of the multidisciplinary fields in increasinf demand in all industrial environments. Nondestructive Testing covers the conventional and special techniques that have been developed through the years. The book includes visual, radiological, ultrasonic, magnetic, electrical, and penetrant, as well as special methods, in that sequence. while the author's descriptions are brief, they are sufficiently detailed to provide pertinent facts concerning the governing physical properties being measured. Also included is a section on acceptance standards, explaining the ways in which NDT is useful. This section details the necessity, in every instance, for an expert to make the ultimate decision as to the acceptance or rejection of specific criteria. Also, a wide variety of setups and techniques is briefly outlined along with pertinent standards from around the world. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNondestructive testing$vHandbooks, manuals, etc. =650 \0$aMetal-work$vHandbooks, manuals, etc. =650 \0$aMetal-work. =650 \0$aNondestructive testing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12489J.htm =LDR 02976nab a2200505 i 4500 =001 JTE12485J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12485J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12485J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/66$223 =100 1\$aMacdonald, BD.,$eauthor. =245 10$aStress Intensity Factors for Side-Grooved Fracture Specimens /$cBD. Macdonald, JJ. Pajot. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAnalytical support was sought for using Freed and Krafft's concept of effective thickness, (BBN)1/2, in ASTM plane strain formulas for elastic stress intensity factor, K, for side-grooved fracture specimens.Three-dimensional, elastic, finite-element analysis of various smooth and 20% side-grooved specimens yielded K values which not only supported this idea but also showed it to be slightly conservative.This result was expected to be generally true for all elastic fracture specimens because the finite-element K calculation was based on the elastically singular Gauss point stresses right near the crack front.Constraint at these points was constant through the thickness and nearly equal to its plane strain value.This result was insensitive to the presence of side-grooves and applied to most of the specimen thickness just ahead of the crack.Therefore the use of (BBN)1/2 in K formulas was supported not only for the elastic portion of J-integral testing (ASTM E 813 and E 1152) but for plane strain fracture toughness testing (ASTM E 399) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSide-grooving. =650 \0$aStress intensity factors. =650 \0$aStrains and stresses. =650 \0$aSteel$xFracture. =650 \0$aMetals$xFracture. =650 \0$aFracturemechanics. =650 14$aSide-grooving. =650 24$aElastic fracture specimens. =650 24$aStress intensity factors. =700 1\$aPajot, JJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12485J.htm =LDR 03362nab a2200649 i 4500 =001 JTE12484J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12484J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12484J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK9166 =082 04$a621.48/071/173$223 =100 1\$aYu, MT.,$eauthor. =245 10$aFatigue Behavior of a Cold-Rolled SAE Grade 945X HSLA Steel /$cMT. Yu, DL. DuQuesnay, TH. Topper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA SAE Grade 945X HSLA steel was cold rolled to 30% and 61% thickness reductions. Monotonic tensile tests, smooth and notched specimen fatigue tests, and crack propagation tests were performed. The effect of loading direction was examined. As a general rule, cold rolling increased strength and decreased ductility. The strength was higher and the ductility was lower in the direction transverse to the rolling direction than in the longitudinal or rolling direction. The increase in smooth specimen fatigue strength was not as great as the increase in monotonic strength due to significant cyclic softening of the cold rolled metals. The notched fatigue strength was only slightly increased by cold rolling, since two opposing factors (the smooth specimen fatigue strength and notch sensitivity) were increased by cold rolling. The crack propagation rate and the threshold stress intensity were not significantly affected by cold rolling. All strength parameters of the SAE 945X HSLA steel, both hot rolled and cold rolled, were higher than those of a SAE 1010 plain carbon steel previously investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aSteel. =650 \0$aFatigue. =650 \0$aSAE 945X. =650 \0$aThreshold. =650 \0$aTransverse. =650 \0$aDeformation. =650 \0$aCold rolling. =650 \0$aSteel, Cast$xEffect of temperature on$xTesting. =650 \0$aLight water reactors$xMaterials$xFatigue. =650 \0$aStainless steel$xFatigue. =650 14$aFatigue. =650 24$aCold rolling. =650 24$aCrack. =650 24$aThreshold. =650 24$aHSLA. =650 24$aDeformation. =650 24$aSAE 945X. =650 24$aSteel. =650 24$aTransverse. =700 1\$aDuQuesnay, DL.,$eauthor. =700 1\$aTopper, TH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12484J.htm =LDR 03216nab a2200589 i 4500 =001 JTE12487J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12487J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12487J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a629.47$223 =100 1\$aTaylor, JS.,$eauthor. =245 10$aPlastic Strain Ratio (r) for Sheet Metal :$bEffect of Gage Length and Width Measurement Locations Using Reduced Section Specimens /$cJS. Taylor, DK. Scherrer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRecent advances in computer-controlled testing technology have resulted in the capability of determining r-values during routine tension testing.During axial straining, there are differences in width reduction over the length of the reduced parallel section due to shoulder constraint.Because of these changes in width reduction, the magnitude of the calculated r-value is dependent upon the gage length and width measurement location.The use of a 50 mm (2 in.) or less longitudinal strain sensor with a single transverse center width sensor does not presently comply with ASTM Test for Plastic Strain Ratio r for Sheet Metal (E 517) Yet the data from this work demonstrate that excellent r-value results can be obtained using a 50 mm (2 in.) longitudinal sensor with a single center transverse sensor while still maintaining a 57 mm (2¼ in.) reduced parallel section which complies with ASTM Tests and Definitions for Mechanical Testing of Steel Products (A 370) and Tension Testing of Metallic Materials (E 8) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain. =650 \0$aR-value. =650 \0$aGage length. =650 \0$aPercent elongation. =650 \0$aPlastic deformation. =650 \0$aPoisson ratio. =650 \0$aStress analysis. =650 \0$aStress-strain relationships. =650 \0$aWelded joints. =650 14$aR-value. =650 24$aType A standard specimens. =650 24$aType A alternative specimens. =650 24$aStrain. =650 24$aPercent elongation. =650 24$aGage length. =650 24$aWidth measurement location. =700 1\$aScherrer, DK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12487J.htm =LDR 03076nab a2200541 i 4500 =001 JTE12479J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12479J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12479J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a620.1/9204292$223 =100 1\$aWeiler, WW.,$eauthor. =245 10$aDynamic Loading :$bA New Microhardness Test Method /$cWW. Weiler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA new non-destructive microhardness test method has been developed to measure the microhardness of surface layers, coatings, and homogeneous material using ultra-low loads in the range of (0.025 to 1 N) 2.5 to 100 gf. The method is based on the use of a conventional Vickers indentor that is coupled to a displacement measuring device. An HVL (Vickers Hardness under Load) number is computed from the indentor displacement under load. The test load is applied step-wise up to full nominal test load, yielding a microhardness number at each load increment. Through the use of appropriate computer software, hardness versus load, hardness versus indentation depth, and indentation depth versus load profiles can be generated. The method also provides information regarding creep and elastic recovery properties of the specimen. Because the hardness number is computed from the indentor displacement under load, special operator skills in the optical measurement of the diagonals of the indentation area are not required. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aElastic recovery. =650 \0$aMicrohardness of coatings. =650 \0$aPolymers$xMechanical properties. =650 \0$aPolymers$xTesting. =650 \0$aMicrohardness. =650 14$aDynamic microhardness testing. =650 24$aMicrohardness testing under load. =650 24$aUltra-low load microhardness testing. =650 24$aCreep. =650 24$aElastic recovery. =650 24$aVickers microhardness testing. =650 24$aMicrohardness of coatings. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12479J.htm =LDR 02755nab a2200541 i 4500 =001 JTE10215J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10215J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10215J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531.38$223 =100 1\$aMcLeod, NW.,$eauthor. =245 10$aAsphalt Cements :$bPen-Vis Number and Its Application to Moduli of Stiffness /$cNW. McLeod. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aBecause of the false softening points of many Canadian asphalts due to the waxy crude oils from which they are derived, highly erroneous values for Pfeiffer's and van Doormaal's penetration index as a quantitative measure of the temperature susceptibility of asphalt cements occur. Consequently, it has been necessary to develop a different quantitative measure for temperature susceptibility, pen-vis number, which is based on an asphalt cement's penetration at 77°F (25°C) and viscosity in centistokes at 275°F (135°C). The development of the pen-vis number of an asphalt cement and its application to the determination of moduli of stiffness of asphalt cements and asphalt paving mixtures are described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPen-vis number. =650 \0$aPenetration index. =650 \0$aBituminous cements. =650 \0$aModulus of stiffness. =650 \0$aElasticity. =650 \0$aViscosity. =650 14$aTemperature susceptibility. =650 24$aPen-vis number. =650 24$aPenetration index. =650 24$aBituminous cements. =650 24$aModulus of stiffness. =650 24$aViscosity in centistokes at 275°F (135°C) =650 24$aPenetration at 77°F (25°C) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10215J.htm =LDR 02720nab a2200565 i 4500 =001 JTE10214J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10214J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10214J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNA4120 =082 04$a721.04421$223 =100 1\$aBrown, RH.,$eauthor. =245 10$aStatistical Interpretation of Strength Tests of Masonry Units for Structural Applications /$cRH. Brown, JC. Grogan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe acceptance criteria for both brick and concrete block masonry units are reviewed and compared to those of concrete. Modifications in the acceptance criteria for masonry units are recommended which limit the amount by which the strength of any masonry unit may fall below the specified value. Probabilistic methods are used to develop equations which provide uniform, reliable compliance with both the existing and recommended acceptance criteria. It is shown that the producer of masonry units who exercises high standards of quality control is rewarded with a higher design strength. The producer who conducts more than minimum testing is similarly rewarded. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMasonry. =650 \0$aAcceptibility. =650 \0$aConcrete blocks. =650 \0$aQuality control. =650 \0$aStatistical tests. =650 \0$aBricks. =650 \0$aBrickwork. =650 14$aAcceptibility. =650 24$aBricks. =650 24$aMasonry. =650 24$aConcrete blocks. =650 24$aStatistical tests. =650 24$aQuality control. =650 24$aStatistical product control. =700 1\$aGrogan, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10214J.htm =LDR 02923nab a2200625 i 4500 =001 JTE10207J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10207J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10207J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA001 =082 04$a813/.54$223 =100 1\$aEkvall, JC.,$eauthor. =245 10$aConverting Fatigue Loading Spectra for Flight-by-Flight Testing of Aircraft and Helicopter Components /$cJC. Ekvall, L. Young. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aFatigue tests conducted on structural components of flight vehicles are generally required to demonstrate compliance with contract and military specifications. The results of these tests provide assurance to the customer that the structure will have an acceptably low probability of fatigue crack occurrence during service and that the cracks that do develop in service will propagate slowly enough to allow detection and repair. This overview presentation describes how to convert fatigue service loading spectra into fatigue test spectra to meet the requirements for full-scale fatigue testing of aircraft and helicopter components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComponents. =650 \0$aEnvironment. =650 \0$aTemperature. =650 \0$aFatigue tests. =650 \0$aFretting fatigue. =650 \0$aLoading frequency. =650 \0$aFatigue (materials) =650 \0$aSpectrum fatigue tests. =650 \0$aSteel, Structural$xFatigue. =650 \0$aSteel, Structural$xTesting. =650 14$aFatigue (materials) =650 24$aFatigue tests. =650 24$aComponents. =650 24$aSpectrum fatigue tests. =650 24$aTruncation of test spectrum. =650 24$aFretting fatigue. =650 24$aLoading frequency. =650 24$aTemperature. =650 24$aEnvironment. =700 1\$aYoung, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10207J.htm =LDR 02376nab a2200505 i 4500 =001 JTE10208J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10208J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10208J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.192$223 =100 1\$aFortes, MA.,$eauthor. =245 10$aConstancy of the Tensile Test Machine Stiffness /$cMA. Fortes, JG. Proença. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA method is presented for determining the current value of the stiffness of a tensile machine during uniaxial loading tests. The method is based on stress relaxation tests and on the measurement of the slopes of the load-time curve at the moment when the crosshead speed is changed from zero to some finite value. This method has shown that the stiffness can be taken as a constant within fairly wide ranges of the load level, crosshead speed, and specimen dimensions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain rate. =650 \0$aMechanical tests. =650 \0$aStress relaxation tests. =650 \0$aPlastics$xTesting. =650 \0$aPolymers$xTesting. =650 14$aMechanical tests. =650 24$aStress relaxation tests. =650 24$aStrain rate. =650 24$aTensile machine stiffness. =700 1\$aProença, JG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10208J.htm =LDR 02274nab a2200481 i 4500 =001 JTE10209J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10209J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10209J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN757.N5 =082 04$a620.11$223 =100 1\$aVary, A.,$eauthor. =245 14$aThe Feasibility of Ranking Material Fracture Toughness by Ultrasonic Attenuation Measurements /$cA. Vary. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA preliminary study was conducted to assess the feasibility of ultrasonically ranking material fracture toughness. Specimens of two grades of maraging steel for which fracture toughness values were measured were subjected to ultrasonic probing. The slope of the attenuation coefficient versus frequency curve was empirically correlated with the plane strain fracture toughness value for each grade of steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaraging steel. =650 \0$aUltrasonic tests. =650 \0$aFracture strength. =650 \0$aMaraging steel$xProperties. =650 \0$aMaraging steel$xMicrostructure. =650 14$aFracture strength. =650 24$aUltrasonic tests. =650 24$aMaraging steel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10209J.htm =LDR 02539nab a2200565 i 4500 =001 JTE10217J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10217J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10217J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP884.A3 =082 04$a666/.893$223 =100 1\$aHolm, TA.,$eauthor. =245 10$aBlock Concrete Is a Structural Material /$cTA. Holm. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aNew methods for determining the tensile strength of block concrete are described. Results of tests on the tensile strength and elastic stiffness are reported and found to parallel the results of test data developed on structural cast-in-place concrete. Maximum strain relationships (extensibility) are compared for various concrete densities. Production control of the physical properties of block concrete are described and recommendations for future research and change of ASTM requirements are listed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompaction. =650 \0$aExtensibility. =650 \0$aProportioning. =650 \0$aTensile strength. =650 \0$aModulus of elasticity. =650 \0$aInterstitial void content. =650 \0$aConcrete$xAdditives. =650 \0$aBlock Concrete. =650 14$aExtensibility. =650 24$aTensile strength. =650 24$aModulus of elasticity. =650 24$aBlock concrete. =650 24$aCompaction. =650 24$aProportioning. =650 24$aInterstitial void content. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10217J.htm =LDR 02249nab a2200481 i 4500 =001 JTE10210J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10210J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10210J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8028$223 =100 1\$aBachmann, V.,$eauthor. =245 10$aUnusual Potential Drop During the Application of the Electrical Potential Method in a Fracture Mechanics Test /$cV. Bachmann, D. Munz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe application of the electrical potential method during a fracture mechanics test can give rise to a potential drop if the maximum load during fatigue precracking is exceeded. The effect is only observed if the fatigue fracture surface is very rough. The reason is a contact of the fatigue fracture surface caused by a lateral deformation in the direction of the crack front. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack propagation. =650 \0$aElectric potential. =650 \0$aCracking. =650 \0$aFracture tests. =650 14$aFracture tests. =650 24$aElectric potential. =650 24$aCrack propagation. =700 1\$aMunz, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10210J.htm =LDR 03387nab a2200685 i 4500 =001 JTE10216J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10216J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10216J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNA4120 =082 04$a721.04421$223 =100 1\$aChen, WF.,$eauthor. =245 10$aSulfur- and Polymer-Impregnated Brick and Block Prisms /$cWF. Chen, HC. Mehta, RG. Slutter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aTo enhance significantly both the strength and durability of concrete and other related building materials, the technique of polymer impregnation has received a wide-spread recognition in recent years. The price of oil-based monomers, however, due to shortage of oil, prevents a large-scale use of this technique. The objective of this paper was to demonstrate the applicability of sulfur as an attractive substitute to monomers for impregnation. It was demonstrated that sulfur impregnation of building block and brick units and prisms, carried out at atmospheric pressure using a simple process developed in the laboratory, could give equivalent relative strength increase compared to polymethyl methacrylate-impregnated units and prisms. Sulfur impregnation showed greater than 90% reduction in water absorption and virtually no acid attack. This suggests possible application of treated masonry to sewage pipes and culverts, to acid treatment vessels and pump beds, and to enhance the strength and durability of low-quality masonry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlocks. =650 \0$aPrisms. =650 \0$aMasonry. =650 \0$aTest method. =650 \0$aAcid exposure. =650 \0$aWater absorption. =650 \0$aSulfur impregnation. =650 \0$aCompressive strength. =650 \0$aPolymer impregnation. =650 \0$aModulus of elasticity. =650 \0$aBricks. =650 \0$aBrickwork. =650 14$aMasonry. =650 24$aBricks. =650 24$aBlocks. =650 24$aPrisms. =650 24$aSulfur impregnation. =650 24$aPolymer impregnation. =650 24$aTest method. =650 24$aCompressive strength. =650 24$aModulus of elasticity. =650 24$aAcid exposure. =650 24$aWater absorption. =700 1\$aMehta, HC.,$eauthor. =700 1\$aSlutter, RG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10216J.htm =LDR 02729nab a2200577 i 4500 =001 JTE10213J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10213J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10213J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1547 =082 04$a677/.31$223 =100 1\$aKirby, CK.,$eauthor. =245 10$aComparisons of Determinations of Wool Fiber Diameter by Two Airflow Methods /$cCK. Kirby, CL. Johnson, SA. Larsen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aSixty scoured wool core samples were measured for fiber diameter by three different methods. Mean diameters of the samples were determined by the projection microscope method and used to place each sample in one of six classes. The interval of each class was 2.5 ?m; diameters ranged from 17.5 to 32.5 ?m. The specimens, first uncarded and then carded, were next measured on the Port-Ar® and the Wool Industries Research Association Fibre Fineness Meter®. Carding of the samples prior to measurement was concluded to be unnecessary as no significant differences were found (P < 0.05) between results. This was true for both airflow methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir flow. =650 \0$aFiber diameter. =650 \0$aMicroprojector. =650 \0$aSample preparation. =650 \0$aRegression analysis. =650 \0$aWool. =650 \0$aMeasurement. =650 14$aWool. =650 24$aMeasurement. =650 24$aAir flow. =650 24$aRegression analysis. =650 24$aFiber diameter. =650 24$aMicroprojector. =650 24$aSample preparation. =700 1\$aJohnson, CL.,$eauthor. =700 1\$aLarsen, SA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10213J.htm =LDR 02068nab a2200481 i 4500 =001 JTE10211J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10211J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10211J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHA31 =082 04$a311.2$223 =100 1\$aZanker, A.,$eauthor. =245 10$aNomograph for Determining Corrosion Rate in Wire Coil Tests /$cA. Zanker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA nomograph has been devised that will allow a rapid solution to the equation outlined in the ASTM Test for Corrosivity of Water in the Absence of Heat Transfer (Weight Loss Methods) (D 2688-70). Test procedures are described, and instructions for the use of the nomograph are provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWire. =650 \0$aNomographs. =650 \0$aCorrosion tests. =650 \0$aForest fires$xResearch. =650 \0$aNomography (Mathematics) =650 14$aWire. =650 24$aCorrosion tests. =650 24$aNomographs. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10211J.htm =LDR 02192nab a2200529 i 4500 =001 JTE10212J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10212J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10212J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF575.S75 =082 04$a155.9$223 =100 1\$aHenry, LF.,$eauthor. =245 10$aEnvironmental Stress Cracking of Thermoplastics :$bA New Approach to Testing /$cLF. Henry. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA flexural relaxometer is described for use in characterizing the environmental stress cracking tendencies of glassy plastics. Testing procedures are discussed and data indicating critical strain values, rates of cracking, and rates of dissolution are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrazing. =650 \0$aStresses. =650 \0$aStress cracking. =650 \0$aTensile testers. =650 \0$aThermoplastic resins. =650 \0$aStress (Psychology) =650 \0$aStress. =650 14$aStresses. =650 24$aThermoplastic resins. =650 24$aTensile testers. =650 24$aStress cracking. =650 24$aCrazing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10212J.htm =LDR 02151nab a2200469 i 4500 =001 JTE10180J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10180J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10180J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH205.2 =082 04$a578/.4$223 =100 1\$aBerenbaum, L.,$eauthor. =245 12$aA Technique for Examining Submicron Particulate Matter on Semiconductor Device Wafers /$cL. Berenbaum. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA technique is described for locating and consequently removing submicron particulate matter from semiconductor device wafers. Chemical and structural analyses of these particulates are obtained from energy dispersive X-ray spectra and selected area electron diffraction patterns, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSemiconductor devices. =650 \0$aElectron microscopy. =650 \0$aMicroscopy. =650 14$aParticulate contamination. =650 24$aSemiconductor devices. =650 24$aTransmission electron microscopy. =650 24$aEnergy dispersive X-ray analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10180J.htm =LDR 02496nab a2200505 i 4500 =001 JTE10175J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10175J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10175J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.4 =082 04$a624$223 =100 1\$aMcKinnon, EA.,$eauthor. =245 10$aFatigue of Ferrocement /$cEA. McKinnon, MG. Simpson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aFerrocement is a composite of reinforcing wire and cement mortar that is used in thin shell construction. Several layers of wire are impregnated with the cement mortar, resulting in a material that behaves synergistically. Ferrocement is becoming widely used for private and commercial boat hulls because of its formability, economy, fire resistance, and low maintenance. In this study, several variations of ferrocement were fabricated and subjected to constant amplitude cyclic loads up to ten million cycles. Stress versus cycles-to-failure plots were developed and comparisons between the data for various ferrocement modifications were made. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShipbuilding. =650 \0$aComposite materials. =650 \0$aFatigue (materials) =650 \0$aFerrocement. =650 \0$aStresses. =650 14$aFatigue (materials) =650 24$aComposite materials. =650 24$aFerrocement. =650 24$aShipbuilding. =700 1\$aSimpson, MG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10175J.htm =LDR 02829nab a2200553 i 4500 =001 JTE10182J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10182J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10182J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP242 =082 04$a660/.042$223 =100 1\$aLieberman, A.,$eauthor. =245 10$aAutomatic Particle Measurement Systems and Liquid-Handling Techniques for Clean Liquids /$cA. Lieberman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThis paper discusses some of the problems in handling liquids that are particularly clean. Practical solutions are provided for problems involved in measuring contamination at low levels and empirically derived methods are given for liquid-handling systems and techniques to minimize artifact introduction. The problems of correlating results from one method to another are discussed. Procedures for calibration of automatic particle counters are considered. Some of the errors that can occur in terms of coincidence and system dynamic range are mentioned. Along with control of solid and liquid artifact introduction, procedures for batch and in-line samples are discussed to minimize bubble effects. The problems involved in sample acquisition and in sample handling are considered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCleaning. =650 \0$aSample handling. =650 \0$aParticle counting. =650 \0$aParticle size analysis. =650 \0$aLiquid-borne contaminants. =650 \0$aLiquids. =650 \0$aGases. =650 14$aParticulate contamination. =650 24$aCleaning. =650 24$aLiquids. =650 24$aParticle counting. =650 24$aParticle size analysis. =650 24$aLiquid-borne contaminants. =650 24$aSample handling. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10182J.htm =LDR 03027nab a2200577 i 4500 =001 JTE10176J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10176J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10176J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA690 =082 04$a620.1/86$223 =100 1\$aJohnson, FA.,$eauthor. =245 10$aEvaluation of Fracture Energy of Aluminum Alloys /$cFA. Johnson, JC. Radon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe fracture toughnesses of some precipitation-hardened aluminum alloys have been evaluated, mainly by the use of precracked three-point bend specimens in instrumented impact testing. A recently developed interpretation of the specific surface energy method has been applied to calculate the initiation values of KIc and these values have been compared with those calculated using stress analysis equations. The value of unity thereby deduced for the geometrical constraint factor in these non-rate-sensitive materials may be appropriate to the type of fracture mode occurring in these alloys, that is, semiductile. The distinction in principle between fracture initiation toughness, expressed as GIc = w/?A, and the average propagation toughness w/A has been noted and the latter used in studying crack tunnelling during semiductile crack propagation in thick sections of the alloys in the form of large, double-cantilever beam specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aImpact tests. =650 \0$aFracture energy. =650 \0$aCrack propagation. =650 \0$aFracture strength. =650 \0$aStress strain diagrams. =650 \0$aAluminum construction. =650 \0$aAluminum alloys. =650 14$aAluminum alloys. =650 24$aFracture strength. =650 24$aImpact tests. =650 24$aToughness. =650 24$aCrack propagation. =650 24$aStress strain diagrams. =650 24$aFracture energy. =700 1\$aRadon, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10176J.htm =LDR 02514nab a2200589 i 4500 =001 JTE10177J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10177J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10177J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA406 =082 04$a620.1123$223 =100 1\$aHasseem, HM.,$eauthor. =245 10$aNew Model Material for Three-Dimensional Stress Analysis /$cHM. Hasseem, AJ. Durelli, VJ. Parks. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThis paper describes the manufacturing of a family of epoxies, the Poisson's ratio of which at the critical temperature is on the order of 0.4. The variation of Young's modulus, Poisson's ratio, shear fringe value, and critical temperature as a function of the amount of hardener, the curing temperature, and the curing time for a large range of these variables are presented as parametric curves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aEpoxy resins. =650 \0$aPoisson ratio. =650 \0$aCompressibility. =650 \0$aStress analysis. =650 \0$aStress freezing. =650 \0$aPhotoelasticity. =650 \0$aStrains and stresses. =650 14$aEpoxy resins. =650 24$aStress analysis. =650 24$aPhotoelasticity. =650 24$aCompressibility. =650 24$aPoisson ratio. =650 24$aStrains. =650 24$aStress freezing. =700 1\$aDurelli, AJ.,$eauthor. =700 1\$aParks, VJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10177J.htm =LDR 03185nab a2200613 i 4500 =001 JTE10173J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10173J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10173J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aE183.7 =082 04$a973$223 =100 1\$aJhansale, HR.,$eauthor. =245 10$aEvaluation of Deformation Phenomena of Metals for Fatigue Analysis /$cHR. Jhansale. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aSimple calculations for estimating extremes in fatigue life of metals, with or without accounting for cycle-dependent hardening, softening, and mean stress relaxation, are presented. These calculations aid in assessing the importance of cyclic deformation properties in cumulative damage procedures. An SAE 1045 quenched and tempered steel is considered for illustration. In general, cycle-dependent deformation phenomena may be important only in intermediate and long life situations. The sensitivity of predicted life to cyclic hardening or softening depends on the degree of hardening or softening a material exhibits, whereas in the case of mean stress relaxation it depends on the shape of the cyclic stress-strain curve or the strain hardening exponent. However, the need for a proper accounting of cyclic history, recognized as the "cycle counting problem" in fatigue literature, is the most important requisite of a cumulative damage analysis. Two alternative approaches of dealing with the cycle counting problem are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aMetals. =650 \0$aSoftening. =650 \0$aStress relaxation. =650 \0$aFatigue (materials) =650 \0$aHardening (materials) =650 \0$aStress strain diagrams. =650 \0$aCycles. =650 \0$aDeformation. =650 14$aFatigue (materials) =650 24$aDeformation. =650 24$aMetals. =650 24$aDamage. =650 24$aStress strain diagrams. =650 24$aHardening (materials) =650 24$aSoftening. =650 24$aStress relaxation. =650 24$aCumulative damage analysis. =650 24$aCycles. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10173J.htm =LDR 02935nab a2200577 i 4500 =001 JTE10178J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10178J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10178J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL782 =082 04$a629.47/5$223 =100 1\$aEndicott, DL.,$eauthor. =245 10$aContamination Damage Avoidance Concepts for Propulsion Feed System Components /$cDL. Endicott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe gain in component reliability for long-term, reusable space vehicles was investigated in a two-part program. Mechanical redesign methods were used to minimize contamination damage of conventional components and a unique type of contamination separator device was developed. The redesign techniques were incorporated into an existing 2-in. (50.8-mn) poppet value and tested for damage tolerance in a full-size open-loop system with gaseous and liquid nitrogen. Cyclic and steady flow conditions were tested with particles of 75 to 200-µm aluminum oxide dispersed in the test fluids. Nonflow cycle life tests (100,000 cycles) were made with three valve configurations in gaseous hydrogen. The redesign valve had an acceptable cycle life and improved tolerance to contamination damage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlow tests. =650 \0$aPoppet valves. =650 \0$aCyclic valve tests. =650 \0$aParticulate separator. =650 \0$aSpacecraft propulsion. =650 \0$aFluid system components. =650 \0$aPropulsion systems. =650 \0$aPropulsion. =650 14$aParticulate contamination. =650 24$aSpacecraft propulsion. =650 24$aFluid system components. =650 24$aPoppet valves. =650 24$aParticulate separator. =650 24$aContamination damage tolerance. =650 24$aFlow tests. =650 24$aCyclic valve tests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10178J.htm =LDR 02468nab a2200553 i 4500 =001 JTE10181J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10181J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10181J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL782 =082 04$a629.47/5$223 =100 1\$aNenno, RE.,$eauthor. =245 10$aContamination Control During Acceptance Testing of Mariner Class Spacecraft Propulsion Hardware /$cRE. Nenno, AH. Oldland. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to insure reliable, leak-free operation of spacecraft propulsion hardware during long-term space missions, it is necessary to maintain hardware internal cleanliness at a level which allows no particles over 100 micrometres in size throughout the acceptance testing and delivery cycle of the hardware. To schieve this goal, it was necessary to derive and use specialized techniques, procedures, processes and hardware. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCleaning. =650 \0$aClean rooms. =650 \0$aMars probes. =650 \0$aAcceptability. =650 \0$aSpacecraft propulsion. =650 \0$aPropulsion systems. =650 \0$aPropulsion. =650 14$aParticulate contamination. =650 24$aSpacecraft propulsion. =650 24$aAcceptability. =650 24$aCleaning. =650 24$aClean rooms. =650 24$aMars probes. =700 1\$aOldland, AH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10181J.htm =LDR 02353nab a2200601 i 4500 =001 JTE10174J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10174J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10174J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/18$223 =100 1\$aIdorn, GM.,$eauthor. =245 10$aPolymeric Materials for Concrete /$cGM. Idorn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aSession III-9 of the VI International Congress of the Chemistry of Cement (held in September 1974 in Moscow) dealt with cement-polymer materials, or, as it appears from the papers presented, with various types of composites using ordinary cements and organic monomers together as binding materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCements. =650 \0$aEconomy. =650 \0$aPolymers. =650 \0$aPorosity. =650 \0$aStrength. =650 \0$aConcretes. =650 \0$aModulus of elasticity. =650 \0$aComposite materials. =650 \0$aConcreteconstruction. =650 \0$aFibrous composites. =650 \0$aPolymericcomposites. =650 14$aCements. =650 24$aPolymers. =650 24$aConcretes. =650 24$aStrength. =650 24$aModulus of elasticity. =650 24$aPorosity. =650 24$aEconomy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10174J.htm =LDR 02963nab a2200613 i 4500 =001 JTE10172J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10172J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10172J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/633$223 =100 1\$aCzoboly, E.,$eauthor. =245 10$aCycle-Dependent Softening in Notched Steel Specimens /$cE. Czoboly, BI. Sandor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe results of experiments on Society of Automotive Engineers (SAE) 1043 steel show that the cyclic stress-strain response in small regions of a notched specimen is not necessarily the same as that obtained in tests on smooth specimens of the same metal. At the roots of notches (two different notch radii were used) plastic flow occurs at the same cyclic lives as in unnotched specimens, when the longitudinal total strains are similar. Cyclic plasticity develops in many fewer cycles near the notches than in smooth specimens under the same longitudinal total strains. The more sharply notched specimens soften more rapidly at locations near the notches than the less severely notched ones under identical longitudinal strains. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCyclic loads. =650 \0$aSoftening steels. =650 \0$aGeometric effects. =650 \0$aPlastic properties. =650 \0$aFatigue (materials) =650 \0$aPlastic deformation. =650 \0$aStress concentration. =650 \0$aStress strain diagrams. =650 \0$aMetals$xPlastic properties. =650 \0$aDeformations. =650 14$aFatigue (materials) =650 24$aSoftening steels. =650 24$aPlastic properties. =650 24$aPlastic deformation. =650 24$aStress strain diagrams. =650 24$aStress concentration. =650 24$aCyclic loads. =650 24$aGeometric effects. =700 1\$aSandor, BI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10172J.htm =LDR 02540nab a2200565 i 4500 =001 JTE10171J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10171J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10171J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8028$223 =100 1\$aOrange, TW.,$eauthor. =245 10$aFracture Testing with Surface Crack Specimens /$cTW. Orange. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b57 =520 3\$aThis paper is a report of ASTM Task Group E24.01.05 on Part-Through Crack Testing. It includes recommendations for the design, preparation, and static fracture testing of surface crack specimens based on the current state of the art. The recommendations are preceded by background information including discussions of stress intensity factors, crack opening displacements, and fracture toughness values associated with surface crack specimens. Cyclic-load and sustained-load tests are discussed briefly. Recommendations for further research are included. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aMechanics. =650 \0$aToughness. =650 \0$aSurface defects. =650 \0$aFracture strength. =650 \0$aFracture properties. =650 \0$aCracking. =650 \0$aFracture tests. =650 14$aFracture tests. =650 24$aSurface defects. =650 24$aCracks. =650 24$aFracture properties. =650 24$aFracture strength. =650 24$aToughness. =650 24$aMechanics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10171J.htm =LDR 02685nab a2200577 i 4500 =001 JTE10179J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10179J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10179J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.2 =082 04$a553.6/22$223 =100 1\$aMaegley, WJ.,$eauthor. =245 10$aMartian Sandstorms and Their Effects on the 1975 Viking Lander System /$cWJ. Maegley, DP. Diederich. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA model of a Martian sandstorm has been derived from presently available data. The erosional effects of such a storm on the Viking lander were determined by test, and modifications involving the application of silicone-based protective material were made to insure lander survivability over the planned 60-day mission. Material eroded by windblown sand is expected to provide a source of contaminant for the soil samples used in the organic analysis experiment. Results of analyses predicting the level of such contamination indicate that soil sample contaminant concentration will be below the acceptable maximum. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aSaltation. =650 \0$aMars probes. =650 \0$aAbrasion tests. =650 \0$aSpacecraft landing. =650 \0$aSand. =650 \0$aSandstone. =650 14$aParticulate contamination. =650 24$aMars probes. =650 24$aSpacecraft landing. =650 24$aSand. =650 24$aSaltation. =650 24$aErosion. =650 24$aAbrasion tests. =650 24$aAbrasion resistant coatings. =700 1\$aDiederich, DP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10179J.htm =LDR 03078nab a2200613 i 4500 =001 JTE12374J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12374J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12374J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aEl-Saied Essa, Y.,$eauthor. =245 10$aExperimental Study of the Strain Rate and Temperature Effects on the Mechanical Behavior of a Magnesium-Silicon Carbide Composite /$cY. El-Saied Essa, J. Fernández-Sáez, JL. Pérez-Castellanos. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe effects of strain rate and temperature on the mechanical behavior of a magnesium alloy (ZC71) and its corresponding composite reinforced with SiC particles are investigated. The experimental procedures of testing at high strain rate and different temperatures are described. The tensile stress-strain responses of both the base and the reinforced materials were found to depend on the applied strain rate (0.003 <= ? <= 700 s-1), the test temperature (-150 <= T <= 200°C) and the presence of reinforcement. Comparative results are presented in terms of the main mechanical parameters, and quantitative conclusions are obtained of the influence of temperature and strain rate, using quasistatic and dynamic tests, on the mechanical behavior of these materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact. =650 \0$aComposite. =650 \0$aStrain rate. =650 \0$aTemperature. =650 \0$aSiC particles. =650 \0$aMagnesium alloy. =650 \0$aMechanical behavior. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aSiC particles. =650 24$aMechanical behavior. =650 24$aMagnesium alloy. =650 24$aComposite. =650 24$aStrain rate. =650 24$aImpact. =650 24$aTemperature. =700 1\$aFernández-Sáez, J.,$eauthor. =700 1\$aPérez-Castellanos, JL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12374J.htm =LDR 03207nab a2200577 i 4500 =001 JTE12375J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12375J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12375J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aPandian, NS.,$eauthor. =245 14$aThe Pozzolanic Effect of Fly Ash on the California Bearing Ratio Behavior of Black Cotton Soil /$cNS. Pandian, KC. Krishna. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThermal power stations that use pulverized coal as fuel generate large quantities of fly ash, resulting in environmental and disposal problems. Increasing demand for power leads to a greater use of coal and hence a further increase in the quantity of fly ash. These problems can be solved if the fly ash is put to use in an environmentally friendly way. Among the various uses for fly ash, the most massive and effective use is in geotechnical engineering applications. The study of fly ash and its interaction with soil is a must towards this goal. In the present investigation, an attempt has been made to study the engineering properties of fly ash-black cotton (BC) soil mixes with special reference to their use as sub-base materials in pavement construction. The study aims to understand the effect of fly ash on the California bearing ratio (CBR) of BC soil. The CBR variation is observed to depend upon the particle size distribution and pozzolanic nature of fly ash. The study indicates that addition of fly ash increases the CBR of BC soil significantly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCuring. =650 \0$aFly ash. =650 \0$aCompaction. =650 \0$aBlack cotton soil. =650 \0$aPozzolanic reaction. =650 \0$aCalifornia bearing ratio. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aCalifornia bearing ratio. =650 24$aFly ash. =650 24$aBlack cotton soil. =650 24$aCompaction. =650 24$aPozzolanic reaction. =650 24$aCuring. =700 1\$aKrishna, KC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12375J.htm =LDR 03621nab a2200541 i 4500 =001 JTE12371J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12371J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12371J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 =082 04$a620.1/12$223 =100 1\$aKapoor, K.,$eauthor. =245 10$aInfluence of Crystallographic Texture on X-ray Residual Stress Measurement for Ti-3wt% Al-2 Vwt% Tube Material /$cK. Kapoor, D. Lahiri, SV. Ramana Rao, T. Sanyal, BP. Kashyap. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aSome inaccuracies are possible during the near-surface residual stress measurement of textured material by X-ray diffraction using the standard multiexposure technique. Diffraction intensities depend on factors like inclination of the sample, the rotation of the beam, and the position of detectors. Low intensity due to texture can result in increased percentage error observed stress values. Anisotropy of elastic constants in textured materials can further increase the errors in measured stress. In the present study, the effect of texture on residual stress has been studied for seamless Ti-3wt%Al-2Vwt% tubes, in pilgered and annealed conditions, by superimposing the residual stress measurements on the pole figure obtained by texture measurement. A general approach has been developed for accurate determination of the stress tensor in textured material. This consists of the selection of inclinations giving rise to high intensity peak, the selection of rotation angles symmetric to the pole figure to get similar intensity from both the detectors (where this is not possible one detector with low intensity is shut off), and the calculation of the bulk X-ray elastic constants using the single crystal elastic data and texture. Cold worked Ti-3wt%Al-2Vwt% tubes had the highest stress along the rolling direction and that is compressive in nature. The principal residual stresses in the pilgered tubes were along the rolling and transverse directions, and annealing leads to reduction and reorientation of the stresses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTexture. =650 \0$aElastic constants. =650 \0$aElasticproperties. =650 \0$aResidualstress. =650 \0$aX-ray Residual Stress. =650 14$aX-ray residual stress. =650 24$aTexture. =650 24$aTi-3Al-2V. =650 24$aElastic constants. =700 1\$aLahiri, D.,$eauthor. =700 1\$aRamana Rao, SV.,$eauthor. =700 1\$aSanyal, T.,$eauthor. =700 1\$aKashyap, BP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12371J.htm =LDR 03251nab a2200517 i 4500 =001 JTE12379J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12379J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12379J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC100 =082 04$a620.1/66$223 =100 1\$aMa, L.,$eauthor. =245 10$aFinite-Element Modeling and Experimental Comparisons of the Effects of Deformable Ball Indenters on Rockwell B Hardness Tests /$cL. Ma, SR. Low, J. Song. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aSignificant differences occur in Rockwell B hardness (HRB) tests depending on whether the 1.588 mm diameter ball indenter that is used is made of steel or of tungsten carbide (WC). It is important to study and assess the effect of different indenter materials on the HRB tests since the Rockwell hardness test method standards, published by ASTM International and the International Organization for Standardization, now permit the use of either steel or tungsten carbide ball indenters. In this paper, finite-element analysis (FEA) is used to simulate the HRB indentation process using steel and WC ball indenters on the same test materials under the same testing conditions. The influence of the deformable steel and WC indenters on the HRB tests is analyzed by comparing their FEA results with those of a simulated nondeformable rigid indenter. The contact pressure, stress, strain, and deformations of both the indenters and the tested materials during the loading and unloading period are analyzed. The FEA simulation results show that the HRB difference between steel and WC ball indenters is about 0.4 HRB for 40-78 HRB levels, but increases to 0.56 HRB at the 23 HRB level. The FEA simulation results agree with experimental HRB results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIndentation. =650 \0$aContact deformation. =650 \0$aMetals$xTesting. =650 \0$aRockwell hardness. =650 \0$aFinite-element analysis. =650 14$aContact deformation. =650 24$aFinite-element analysis. =650 24$aIndentation. =650 24$aRockwell hardness. =700 1\$aLow, SR.,$eauthor. =700 1\$aSong, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12379J.htm =LDR 03346nab a2200649 i 4500 =001 JTE12372J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12372J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12372J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD73.G5 =082 04$a617.0028$223 =100 1\$aChaput, MP.,$eauthor. =245 12$aA Method for Assessing the Durability of Medical Examination Gloves /$cMP. Chaput, JC. Teixeira, WS. Boivin, LN. Kerr, SA. Mailhot, LG. O'Malley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA method was developed to test the durability of medical examination gloves. Target failure rate ranges were established for the method by analysis of published failure rates for gloves tested after clinical use. The method consists of two parts: a Simulated Donning Test Procedure and a Shaker Table Abrasion Procedure. FDA water leak testing was performed to detect defects after stressing the gloves. In the donning procedure, a donning apparatus is used to simulate the stresses of donning medical gloves. In the abrasion procedure, a hand phantom is placed inside the glove; the glove is placed into a Fleaker™ beaker containing an abrasive material; and a shaker table agitates the setup and stresses the glove. Failure rates were 4 % for vinyl gloves and 0 % for latex gloves after simulated donning alone and 41 % for vinyl and 11 % for latex after combined donning and abrasion testing. The measured failure rates were within the established target rate ranges. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLatex. =650 \0$aVinyl. =650 \0$aAbrasion. =650 \0$aDurability. =650 \0$aDonning method. =650 \0$aMedical gloves. =650 \0$aDisposable medical devices$xEffectiveness. =650 \0$aGloves$xEffectiveness. =650 \0$aSurgical gloves$xCost effectiveness. =650 \0$aSurgical gloves$xEffectiveness. =650 \0$aGloves, Protective. =650 14$aMedical gloves. =650 24$aVinyl. =650 24$aLatex. =650 24$aDurability. =650 24$aDonning method. =650 24$aAbrasion. =700 1\$aTeixeira, JC.,$eauthor. =700 1\$aBoivin, WS.,$eauthor. =700 1\$aKerr, LN.,$eauthor. =700 1\$aMailhot, SA.,$eauthor. =700 1\$aO'Malley, LG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12372J.htm =LDR 03743nab a2200541 i 4500 =001 JTE12373J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12373J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12373J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aCho, Y-H,$eauthor. =245 10$aDesign and Performance of the HEART Wheel Load Simulator /$cY-H Cho, K. Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aRutting of hot mixed asphalt (HMA) pavement has been considered a major pavement problem in many countries. Many researchers have tried to predict rutting or permanent deformation in the laboratory. Wheel-tracking devices have been used to evaluate rutting resistance from laboratory testing of HMA over the past several decades. Several studies showed high correlation of pavement performance between the highway and the laboratory results by wheel-tracking tests. Various wheel-tracking devices are available with different testing conditions, like variable temperature and loading conditions. Existing wheel-tracking devices developed by different institutes have some shortcomings such as nonlinear loading speed on the test specimen, fixed wheel path, impossibility of simulating underlayer effects, and so on. Therefore, the HEART Wheel Load Simulator (HWLS) was developed to improve the results the pavement engineers needs. The HWLS is capable of testing various thickness specimens, 50-700 mm, estimate rutting performance by both shear failure and further compaction of pavement substructure, and observe realistic rutting patterns by changing the wheel path using random variables or scattering. In addition, the HWLS has a linear loading speed capability using an oil compressor. Linear kneading compaction was added as an additional function so that it can be used to study rutting behavior under various compaction efforts, especially for conventional flexible pavement. This paper covers an outline of HWLS, calibration of the device, comparison of HWLS with existing wheel-tracking devices, and different behaviors of rutting resistance of typical HMA concrete under lateral distribution of traffic loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTraffic load. =650 \0$aAsphalt concrete. =650 \0$aWheel-tracking device. =650 \0$aAsphalt$xAdditives. =650 \0$aAsphalt emulsion mixtures. =650 \0$aPavements, Asphalt$xDesign and construction. =650 \0$aRutting. =650 14$aHEART Wheel Load Simulator (HWLS) =650 24$aWheel-tracking device. =650 24$aRutting. =650 24$aTraffic load. =650 24$aAsphalt concrete. =700 1\$aLee, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12373J.htm =LDR 03349nab a2200589 i 4500 =001 JTE12377J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12377J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12377J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG305 =082 04$a625.7 s$223 =100 1\$aMcNulty, P.,$eauthor. =245 10$aTesting of Bridge Weigh-In-Motion System in a Sub-Arctic Climate /$cP. McNulty, EJ. O'Brien. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aSystems for weighing vehicles while they are in motion are in widespread use in many countries. The accuracy of these weigh-in-motion (WIM) systems is strongly influenced by the road profile and vehicle dynamics. Systems based on sensors that are embedded in the pavement or placed on top of the road surface can measure the axle load only for the fraction of a second for which the wheels are present on the sensor. An alternative to pavement WIM systems that increases the length of the load-sensitive element is to use an existing bridge as a weighing scale (Bridge WIM). A major test of a Bridge WIM system at a test site near the Arctic Circle is described in this paper. The test was conducted along-side a larger test of pavement WIM systems. A large number of trucks from random traffic were weighed statically and the results compared to those from the Bridge WIM system. The accuracy of the system is assessed in accordance with the COST 323 WIM specification, which provides a standardized method of accuracy classification. The Bridge WIM system is proven to perform satisfactorily and consistently for a wide range of temperatures in near-Arctic climatic conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBridges. =650 \0$aArctic climate. =650 \0$aData collection. =650 \0$aWeigh-in-motion. =650 \0$aRoads and highways. =650 \0$aSite investigation. =650 \0$aBridges$xUnited States$xEvaluation. =650 \0$aBridges$xLive loads$zUnited States. =650 \0$aBridges$xEvaluation. =650 \0$aBridges$xLive loads. =650 14$aBridges. =650 24$aRoads and highways. =650 24$aSite investigation. =650 24$aWeigh-in-motion. =650 24$aData collection. =650 24$aArctic climate. =700 1\$aO'Brien, EJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12377J.htm =LDR 03595nab a2200553 i 4500 =001 JTE12378J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12378J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12378J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8/5$223 =100 1\$aWen, H.,$eauthor. =245 10$aInvestigation of Effects of Testing Methods on Characterization of Asphalt Concrete /$cH. Wen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA variety of testing methods are employed by researchers to characterize the fatigue performance of asphalt concrete. These testing methods need to be evaluated based on their performance to characterize the fundamental properties and field performance of mixtures. In this study, the indirect tensile tests and the uniaxial tests were investigated. The indirect tensile creep tests and the uniaxial tensile creep tests were performed on a North Carolina mix to study the characterization of the fundamental properties and on WesTrack mixes to study the characterization of field performance. It was found that that the values of creep compliance from the indirect tensile creep and the unaxial tensile creep tests on North Carolina mix cannot be compared favorably. Fracture energies from the indirect tensile strength tests on WesTrack mixes highly correlate with the field performances, while those from uniaxial direct tension tests did not match field performances. It is believed that anisotropicity could be the cause of differences in performance of the two test methods. It is disconcerting when researchers attempt to establish a constitutive relationship between the property parameters of mixtures and laboratory fatigue life using different testing methods, without knowing if the laboratory fatigue life from these testing methods really reflects field performance. Further research is needed to obtain a better understanding of different testing methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt concrete. =650 \0$aCreep compliance. =650 \0$aTensile strength. =650 \0$aIndirect tensile test. =650 \0$aWork potential theory. =650 \0$aPavements, Asphalt concrete$xTesting. =650 \0$aPavements, Asphalt$xDesign and construction. =650 \0$aPavements, Asphalt$xTesting. =650 14$aUniaxial direct tension test. =650 24$aIndirect tensile test. =650 24$aCreep compliance. =650 24$aTensile strength. =650 24$aWork potential theory. =650 24$aAsphalt concrete. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12378J.htm =LDR 02937nab a2200697 i 4500 =001 JTE12376J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12376J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12376J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH9446.5.P45 =082 04$a628.9/222$223 =100 1\$aNewton, B.,$eauthor. =245 10$aEvaluation of the Ignition Susceptibility of Plastics in Nitrogen Trifluoride (NF3) by Autogenous Ignition Testing /$cB. Newton, T. Jacksier, H. Beeson, J. Stradling, G. Odom. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper presents the development of a test system to evaluate the ignition susceptibility of several common plastics in nitrogen trifluoride (NF3) as compared to gaseous oxygen. A test system was developed to allow for measurement of the autogenous ignition temperature (AIT) in both gaseous oxygen and NF3. The autogenous ignition temperatures of Kel-F® 81 PCTFE, Neoflon® PCTFE5, Teflon® PTFE, Nylon 101, PVDF, and PVC were determined in gaseous NF3 and in gaseous oxygen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOxygen. =650 \0$aNeoflon. =650 \0$aFluorine. =650 \0$aKel-F 81. =650 \0$aFlammability. =650 \0$aAutogenous ignition. =650 \0$aNitrogen trifluoride. =650 \0$aPlastics$xFlammability$vHandbooks, manuals, etc. =650 \0$aPlastics$xFlammability. =650 14$aNF3. =650 24$aNitrogen trifluoride. =650 24$aOxygen. =650 24$aFluorine. =650 24$aFlammability. =650 24$aAutogenous ignition. =650 24$aKel-F 81. =650 24$aNeoflon. =650 24$aPCTFE. =650 24$aPTFE. =650 24$aNylon 101. =650 24$aPVDF. =650 24$aPVC. =700 1\$aJacksier, T.,$eauthor. =700 1\$aBeeson, H.,$eauthor. =700 1\$aStradling, J.,$eauthor. =700 1\$aOdom, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12376J.htm =LDR 02990nab a2200577 i 4500 =001 JTE12380J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12380J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12380J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227 =082 04$a671.5$223 =100 1\$aJiang, J.,$eauthor. =245 10$aNovel Detection of Welding Seam Parameters Based on Active Infrared Technology /$cJ. Jiang, G. Ding, G. Yan, T. Chen, X. Gan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aHow to rapidly and with high precision detect various parameters of welding seams, such as the width, length, and offset is a significant challenge. This article first studies the microstructures and chemical components of welding seams. Then we discuss the effects of different microstructures and chemical components on active infrared images. Through theoretical and experimental analyses, it is well known that active infrared technology can be applied in the investigation of welding seams. Through the adaptive lifting discrete wavelet transform and the simple algorithm of iterative segment, various parameters of welding seams are established. The method put forth in the article is rapid, of high precision, on-line in real time. The precision is up to 0.1 mm. It takes only 0.02 s to segment an active infrared image on a P-III 700 personal computer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReal time. =650 \0$aWelding seams. =650 \0$aInfrared image. =650 \0$aWelding. =650 \0$aMetallurgy. =650 \0$aNondestructive testing. =650 \0$aWelding$xStandards. =650 14$aWelding seams. =650 24$aActive infrared technology. =650 24$aInfrared image. =650 24$aDiscrete wavelet transform (DWT) =650 24$aReal time. =700 1\$aDing, G.,$eauthor. =700 1\$aYan, G.,$eauthor. =700 1\$aChen, T.,$eauthor. =700 1\$aGan, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12380J.htm =LDR 03971nab a2200601 i 4500 =001 JTE12381J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12381J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12381J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG326 =082 04$a624/.252$223 =100 1\$aAmin, AFMS,$eauthor. =245 10$aMeasurement of Lateral Deformation in Natural and High Damping Rubbers in Large Deformation Uniaxial Tests /$cAFMS Amin, MS. Alam, Y. Okui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aIn testing the mechanical behavior of rubbers, the incompressibility assumption is used to predict the deformed cross section under loading and thereby to calculate the true stress. There are, however, cases where rubbers can undergo considerable volumetric deformation in large strain experiments. Microstructural investigation through a scanning electron microscope was carried out on a void-filled natural rubber specimen to clarify the effect of voids on the compressibility feature. The microstructure of the natural rubber was observed qualitatively and quantitatively in uniaxial tension and compared to the microstructure in the underformed condition. The existence of the compressibility feature in the void-filled rubber was confirmed from a microstructural viewpoint. The findings indicate the necessity of accurate measurement of the deformed cross section in mechanical tests to obtain the true stress. To this end, an experimental setup capable of measuring the deformed cross section of the rubber specimens subjected to large uniaxial compression is proposed. To do this, the accuracy of laser beams is used for measurement of distance and a mechanical jig is developed to synchronize the movement of the laser transducer with the vertical crosshead of the load cell of a computer-controlled servohydraulic testing machine. Thus the constraints associated with conventional strain gages in measuring large strains are overcome. Finally, two natural rubber specimens and one high damping rubber specimen were tested in the proposed setup to display the adequacy of the developed device in measuring lateral deformation of rubber-like highly deformable solids in large strain uniaxial testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUniaxial test. =650 \0$aNatural rubber. =650 \0$aIncompressibility. =650 \0$aLarge deformation. =650 \0$aHigh damping rubber. =650 \0$aDynamic testing. =650 \0$aRubber bearings$xTesting. =650 \0$aSeismic waves$xDamping. =650 \0$aEnergy dissipation. =650 14$aIncompressibility. =650 24$aLarge deformation. =650 24$aVoid-filled microstructure. =650 24$aLateral deformation measurement. =650 24$aUniaxial test. =650 24$aNatural rubber. =650 24$aHigh damping rubber. =700 1\$aAlam, MS.,$eauthor. =700 1\$aOkui, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12381J.htm =LDR 03518nab a2200529 i 4500 =001 JTE102064 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102064$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102064$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85$223 =100 1\$aHuang, Likui,$eauthor. =245 10$aEvaluation of Semicircular Bending Test for Determining Tensile Strength and Stiffness Modulus of Asphalt Mixtures /$cLikui Huang, Keming Cao, Menglan Zeng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe semicircular bending (SCB) test has been shown to possess several advantages over other tests in characterizing asphalt mixtures in previous studies. This research study evaluates the SCB test for determining the tensile strength and stiffness modulus of the paving material with numerical simulation and laboratory experimentation. An analytical model describing the tensile stress at the middle point of the lower surface of the specimen in the SCB test was developed based on the plane assumption in mechanics of materials. Analysis using the finite element method indicated that the error induced by the model was within 2 %. Laboratory experiment carried out on three types of asphalt mixtures at various temperatures showed that the strength of the material by the SCB test was nearly 50 % higher on average than that by the flexural beam bending (FBB) test due to such factors as complexities in stress and strain states as well as nonlinearity and viscoelasticity of the material. Laboratory experiment also showed that the stiffness moduli for 10-40 % of maximum load from the FBB test and from the SCB test were in a well-defined linear relationship with differences less than 10 %. In addition, based on finite element analysis, a practical approach for determining stiffness modulus of asphalt mixtures using deflection at the middle point of the lower surface of the specimen in the SCB test was established. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aTensile strength. =650 \0$aStiffness modulus. =650 \0$aAsphalt concrete$xMechanical properties. =650 \0$aAsphalt concrete$xTesting. =650 14$aAsphalt mixture. =650 24$aTensile strength. =650 24$aStiffness modulus. =650 24$aFlexural beam bending test. =650 24$aSemicircular bending test. =700 1\$aCao, Keming,$eauthor. =700 1\$aZeng, Menglan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102064.htm =LDR 02777nab a2200469 i 4500 =001 JTE101943 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101943$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101943$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN690 =082 04$a669.9/5/0282$223 =100 1\$aMelcher, Ryan J.,$eauthor. =245 10$aEvaluating the Onset of Tearing in Elastic-Plastic Fracture Toughness Testing Using In Situ Optical Microscopy /$cRyan J. Melcher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aFracture toughness, in the sense of material resistance to ductile tearing from an initial sharp defect, is a common metric for structural integrity assessments of engineering components. While standardized test methods are well-suited for repeatable estimation of this metric, physical observation of crack-tip opening displacement (CTOD) and tearing may provide a supplemental means of evaluating the onset of tearing with greater accuracy in ductile materials. In contrast to previously documented methods of physical CTOD measurement, in situ optical microscopy on standard sidegrooved fracture toughness specimens presents an easily implemented, cost-effective tool for observing tearing onset. As an additional benefit, quantitative measurements of CTOD from in situ optical microscopy also provide a means of cross-checking standard J-integral results as determined from load-displacement test data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture toughness. =650 \0$aOptical microscopy. =650 \0$aMetallography. =650 \0$aSteel$xMetallography. =650 14$aFracture toughness. =650 24$aCrack-tip opening displacement. =650 24$aOptical microscopy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101943.htm =LDR 03443nab a2200493 i 4500 =001 JTE101875 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101875$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101875$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.35 =082 04$a620.1/1278$223 =100 1\$aAkbari, Reza,$eauthor. =245 10$aEvaluation of the Shear Modulus of Elastomeric Bridge Bearings Using Modal Data /$cReza Akbari, Shahrokh Maalek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aThe current methods for the determination of the shear modulus for elastomeric bearings consist of the testing on a rather small part of the specimen cut from the manufactured bearing. Hence, such tests are destructive and at the same time, may not essentially represent the corresponding properties of the full size specimen with sufficient accuracy, due to the so-called "size effects." Here, a modal-based nondestructive test method has been proposed which requires a rather simple modal testing apparatus and can be applied to find some important dynamic characteristics of the elastomeric bearings as well as its shear modulus. After the derivation of the dynamic characteristics of the specimens from modal analysis, the shear modulus has been obtained from modal analysis in conjunction with finite element analysis with different material properties that requires a series of finite element analyses based on a simple trial and error procedure. Four test specimens have been used and several tests have been carried out on each. Two of the test specimens were new elestomeric bearings and the other two were used bearings which have been in service for 35 years. The results demonstrate that the proposed method is a suitable manner in which important characteristics of the elastomeric bearings can be quantitatively obtained. Comparison of the results obtained from this method and conventional tests by ASTM have been discussed and some comments have been given on the results of tests on the new and old specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear modulus. =650 \0$aNondestructive test. =650 \0$aNondestructive testing. =650 \0$aModal analysis. =650 14$aModal analysis. =650 24$aElastomeric bridge bearing. =650 24$aNondestructive test. =650 24$aShear modulus. =700 1\$aMaalek, Shahrokh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101875.htm =LDR 03311nab a2200625 i 4500 =001 JTE102005 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102005$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102005$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251.5 =082 04$a625.850287$223 =100 1\$aMúcka, Peter,$eauthor. =245 10$aSensitivity of Road Unevenness Indicators to Road Waviness /$cPeter Múcka, Oldrich Kropác. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aCurrently used single-number indicators of longitudinal road unevenness suffer from their nonuniqueness due to the ignorance of waviness, which is the measure of wavelength distribution in road profile spectrum. Six single-number unevenness indicators were taken into account, viz. unevenness index, straightedge index, International Roughness Index for two velocities (80 and 120 km/h), spectral evenness index, and equivalent unevenness index. A simulation study was conducted, in which the waviness varied in the range from w = 1.5 to 3.5. In addition two representative road vehicles, a personal car and a truck, and three different travel speeds v = 60, 90, and 120 km/h were considered. The ranges of ten different vibration responses were established and related to the reference. The lowest sensitivity to varying waviness has been found for an equivalent unevenness index, which is the standard unevenness index multiplied by a correction factor accounting for the influence of waviness, and for IRI estimated for v = 120 km/h. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWaviness. =650 \0$aVibration. =650 \0$aRoad profile. =650 \0$aHalf-car model. =650 \0$aRoad roughness. =650 \0$aUnevenness index. =650 \0$aStraightedge index. =650 \0$aPower spectral density. =650 \0$aRoads$xRiding qualities$xResearch. =650 \0$aPavements$xPerformance$xResearch. =650 14$aRoad profile. =650 24$aRoad roughness. =650 24$aPower spectral density. =650 24$aUnevenness index. =650 24$aWaviness. =650 24$aInternational Roughness Index. =650 24$aStraightedge index. =650 24$aVibration. =650 24$aHalf-car model. =700 1\$aKropác, Oldrich,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102005.htm =LDR 02520nab a2200517 i 4500 =001 JTE101714 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101714$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101714$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP785 =082 04$a666/.05$223 =100 1\$aFett, T.,$eauthor. =245 10$av-K Curves from Lifetime Tests with Reloaded Survivals /$cT. Fett, M. Riva, M. J. Hoffmann, R. Oberacker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aLifetime tests under static load are often carried out in order to determine the relation v(K) of subcritical crack growth. Depending on the scatter behavior of the most serious cracks in a specimen, a number of specimens will not fracture within a certain maximum lifetime limit. In order to get additional information on subcritical crack growth behavior, the authors recommend performing lifetime tests at an increased load level. An appropriate procedure for the evaluation of such tests is proposed and applied to static lifetime measurements on SiAlON in distilled water. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurvivals. =650 \0$aSubcritical crack growth. =650 \0$aCeramics. =650 \0$aLifetime tests. =650 14$aCeramics. =650 24$aLifetime tests. =650 24$aSubcritical crack growth. =650 24$aSurvivals. =700 1\$aRiva, M.,$eauthor. =700 1\$aHoffmann, M. J.,$eauthor. =700 1\$aOberacker, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101714.htm =LDR 03901nab a2200553 i 4500 =001 JTE101923 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101923$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101923$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA654 =082 04$a627.06212$223 =100 1\$aKumar, M. Suneel,$eauthor. =245 12$aA Novel Setup for Testing of Ship Deck Stiffened Panels under Axial and Lateral Loads /$cM. Suneel Kumar, P. Alagusundaramoorthy, R. Sundaravadivelu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aA novel setup for testing of stiffened panels in ship decks subjected to axial and lateral loads is developed in the Department of Ocean Engineering, IITMadras. The entire setup consists of self-straining test rig, imperfection measuring device, displacement controlled hydraulic jacks, rigid grillage, inflatable air balloon with and without opening, and a data acquisition system. The fabricated deformable test rig replicates similar boundary conditions along the loaded and unloaded edges of stiffened panels in between transverse stiffeners of a ship deck. An imperfection measuring device located on the test rig is designed and fabricated to measure geometrical initial imperfections on the plate and stiffener. A unique displacement controlled twin hydraulic jack system is developed to apply axial load on the panel. A rigid grillage connected to the bottom of the test rig to act as reactive support for the application of lateral load on the panel is fabricated by performing static nonlinear analysis using ANSYS. An inflatable air balloon with and without opening is fabricated to simulate constant cargo (lateral) load acting on the panels. The applied axial load and produced axial deformation measured by load cells and LVDT, respectively, is plotted simultaneously while testing using an integrated data acquisition system. Nonlinear finite element analysis of tested specimens is performed using ANSYS to compare the ultimate load obtained from experiments. A close agreement between the experimental data and finite element analysis results indicates realistic simulation of truly combined axial and lateral loads with deformable supports acting on stiffened panels as in ship decks achieved in the laboratory and numerically. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTest rig. =650 \0$aUltimate load. =650 \0$aStiffened panel. =650 \0$aInflatable air balloon. =650 \0$aMeasuring instruments. =650 \0$aElectrical measurement. =650 14$aDisplacement controlled jacks. =650 24$aImperfection measuring device. =650 24$aInflatable air balloon. =650 24$aStiffened panel. =650 24$aTest rig. =650 24$aUltimate load. =700 1\$aAlagusundaramoorthy, P.,$eauthor. =700 1\$aSundaravadivelu, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101923.htm =LDR 03808nab a2200589 i 4500 =001 JTE101834 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101834$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101834$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC189 =082 04$a541.341$223 =100 1\$aXiao, Feipeng,$eauthor. =245 10$aEffects of Binders on Resilient Modulus of Rubberized Mixtures Containing RAP Using Artificial Neural Network Approach /$cFeipeng Xiao, Serji N. Amirkhanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe prediction of the resilient modulus values of rubberized mixtures containing reclaimed asphalt pavement (RAP) materials involves a number of interacting factors or engineering parameters (variables) and is a very complex issue. Artificial neural networks (ANN) are useful tools in place of conventional physical models for analyzing complex relationships involving multiple variables and have been successfully used in many civil engineering applications. The objective of this study was to develop a series of ANN models to simulate the resilient modulus of rubberized mixtures (ambient and cryogenic rubbers) at 5, 25, and 40°C using seven input variables including material components such as rubber and RAP percentages as well as the rheological properties of modified binders (i.e., viscosity, G*sin ?, stiffness, and m-values). The sensitivity analysis and important index of each variable were performed in this study. The results indicated that ANN-based models are more effective than the regression models and can easily be implemented in a spreadsheet, thus making it easy to apply. In addition, the validation analysis of the models showed that ANN-based models might be used for other types of mixtures. Moreover, the results of the sensitivity analysis and important index of input variables in ANN models also indicated that the rheological properties of asphalt binders can be employed to predict the resilient modulus values effectively at various testing temperatures. The validation of the model also illustrates that the developed ANN can be used to predict the resilient modulus values from other research projects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aG* sin ?. =650 \0$aM-values. =650 \0$aStiffness. =650 \0$aImportant index. =650 \0$aSensitivity analysis. =650 \0$aViscosity. =650 \0$aResilient modulus. =650 14$aResilient modulus. =650 24$aArtificial neural networks. =650 24$aViscosity. =650 24$aG* sin ?. =650 24$aStiffness. =650 24$aM-values. =650 24$aSensitivity analysis. =650 24$aImportant index. =650 24$aRAP. =700 1\$aAmirkhanian, Serji N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101834.htm =LDR 03544nab a2200601 i 4500 =001 JTE102109 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102109$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102109$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQR82.B23 =082 04$a589.9/5$223 =100 1\$aHancock, Bruno C.,$eauthor. =245 10$aIndentation Measurements on Compacted Pharmaceutical Powders :$bEstablishing the Sources of Variation in White Light Interferometer Dent Measurements /$cBruno C. Hancock, Glenn T. Carlson, Beth A. Langdon, Dauda D. Ladipo, Matthew P. Mullarney, Kim E. Vukovinsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aIndentation measurements are commonly used to determine the mechanical properties of pharmaceutical compacts. Specifically, they are used to assess their resistance to plastic deformation and to help predict tablet properties. To date there has been little research reported aimed at understanding the variation associated with these types of measurements. In this work experiments were conducted to identify and, where possible, quantify the sources of variation for dent measurements on pharmaceutical excipient compacts using a white light interferometer. Statistical analyses of the results revealed that operator-to-operator and sample-to-sample variability each accounted for approximately 2.5 % of the total variability, whereas the intrinsic error of the experimental test procedure was about 10 % of the total variability. The remaining variability was due to known differences in the material properties or test conditions. The capability of the dent dimension measurements was determined to be approximately 8 % of the mean value, and thus it was possible to quantify the discriminating power of this type of compact mechanical property measurement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSucrose. =650 \0$aMannitol. =650 \0$aReproducibility. =650 \0$aCompact repeatability. =650 \0$aIndentation dent hardness. =650 \0$aLactose. =650 \0$aLactose$xmetabolism. =650 14$aIndentation dent hardness. =650 24$aCompact repeatability. =650 24$aReproducibility. =650 24$aLactose. =650 24$aMannitol. =650 24$aSucrose. =700 1\$aCarlson, Glenn T.,$eauthor. =700 1\$aLangdon, Beth A.,$eauthor. =700 1\$aLadipo, Dauda D.,$eauthor. =700 1\$aMullarney, Matthew P.,$eauthor. =700 1\$aVukovinsky, Kim E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102109.htm =LDR 03416nab a2200517 i 4500 =001 JTE101668 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101668$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101668$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA406 =082 04$a620.1123$223 =100 1\$aMerah, Nesar,$eauthor. =245 10$aExperimental and Numerical Determination of Mixed Mode Crack Extension Angle /$cNesar Merah, Jafar Albinmousa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aCrack initiation angles for mixed mode fracture are measured and predicted using photoelastic and finite element techniques. Different crack inclination angles (0°, 10°, 20°, 30°, and 40°) are considered. The Schroedl and Smith method is used for estimating pure opening mode I stress intensity factor. On the other hand, the Sanford and Dally method is used to estimate stress intensity factors in mixed mode (I and II). The Smith and Smith method for estimating mixed mode SIF is also examined. In addition, the ANSYS finite element code is employed to estimate the pure and mixed mode SIF numerically. The estimated values of the SIF from both finite element analysis and photoelasticity are incorporated into six criteria for crack initiation angle prediction. The applicability of the crack initiation criteria such as maximum tangential stress (MTS), minimum strain energy density (S), maximum dilatational strain (T), maximum triaxial stress (M), modified MTS (MMTS), (R) criterion, and fringe symmetry axis method (FSAM) are investigated. An experimental setup is used to measure the initiation angles at different crack inclinations. The measured crack initiation angles are used to validate the predicted values. The results showed that the initiation angles estimated by different criteria using SIFs determined experimentally and numerically compared well with the measured ones, especially at higher inclination angles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMixed mode. =650 \0$aCrack initiation angle. =650 \0$aCrack initiation criteria. =650 \0$aPhotoelasticity. =650 \0$aFinite element. =650 14$aPhotoelasticity. =650 24$aFinite element. =650 24$aMixed mode. =650 24$aCrack initiation angle. =650 24$aCrack initiation criteria. =700 1\$aAlbinmousa, Jafar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101668.htm =LDR 03773nab a2200541 i 4500 =001 JTE101929 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101929$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101929$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.4.C34 =082 04$a621.37/2$223 =100 1\$aSchuurmans, Johan,$eauthor. =245 10$aInfluence of Strain Gage Position on the Static and Dynamic Performance of Instrumented Impact Strikers /$cJohan Schuurmans, Marc Scibetta, Enrico Lucon, Jean-Louis Puzzolante. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe quality and reliability of impact forces obtained from instrumented Charpy tests has been devoted considerable attention at SCK.CEN since the 1990's, in parallel to the development and qualification of advanced methodologies for the surveillance of nuclear reactor pressure vessels (Enhanced Surveillance Strategy). In this framework, careful analysis of the instrumented force/deflection traces from Charpy tests allows the defining of important parameters which can help investigate material characteristics such as flow properties, microcleavage fracture stress, crack arrest behavior and alternative characteristic (index) temperatures. While first efforts at SCK.CEN were concentrated on the optimization of the striker calibration procedure, more recently the focus has been put on the in-house development and optimization of reliable instrumented strikers with both 2 mm radius (ISO 148) and 8 mm radius (ASTM E23). Evidence was found that the position of the strain gages affects the static and dynamic performance of the newly developed strikers. Additional investigations in this direction have shown that the linearity of the strikers during static calibration improves as the gages are placed further away from the striking edge. For the ASTM design, moving the strain gages away also reduces the characteristic "tail" that is typically observed just before a ductile specimen is ejected from the anvils. Our research shows that the best striker performance is achieved when the center of the T-rosette is located at about 16 mm from the striking edge, using a top/bottom configuration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStatic calibration. =650 \0$aDynamic performance. =650 \0$aStrain gage position. =650 \0$aCalibration. =650 \0$aInstrumented Charpy tests. =650 14$aInstrumented Charpy tests. =650 24$aInstrumented Charpy striker. =650 24$aStatic calibration. =650 24$aDynamic performance. =650 24$aStrain gage position. =700 1\$aScibetta, Marc,$eauthor. =700 1\$aLucon, Enrico,$eauthor. =700 1\$aPuzzolante, Jean-Louis,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101929.htm =LDR 02431nab a2200517 i 4500 =001 JTE102140 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102140$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102140$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a519.5/36$223 =100 1\$aWang, Tuo,$eauthor. =245 12$aA Simple Estimator of Errors-in-Variables Model Using Instrumental Errors Ratio /$cTuo Wang, Wenzhou Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis paper proposes a new estimator of regression coefficient in a linear model when both variables are observed with errors. Unlike previous estimators, the new estimator fully utilizes instrumental errors ratio (k) available to the experimental researcher. When compared to other estimators, our estimator is easy to use and provides an estimate with less bias. It is also a generalization of existing methods when k takes different values. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMeasurement error. =650 \0$aInstrumental error. =650 \0$aErrors-in-variables. =650 \0$aSimple linear regression. =650 \0$aRegression analysis. =650 \0$aLinear regression. =650 14$aSimple linear regression. =650 24$aErrors-in-variables. =650 24$aMeasurement error. =650 24$aInstrumental error. =700 1\$aWang, Wenzhou,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102140.htm =LDR 02685nab a2200517 i 4500 =001 JTE102004 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102004$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102004$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.76 =082 04$a5.1$223 =100 1\$aChang, Che-Wei,$eauthor. =245 13$aAn IS Quality Measurement Using Gap and Multicriteria Decision-Making Model :$bA Case Study for Supply Chain Management System /$cChe-Wei Chang, Der-Juinn Horng, Hung-Lung Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis study proposes a novel method for controlling and measuring supply chain management software quality. The expert decision-making algorithm-based method offers an evaluation method that can provide information system (IS) industry decision makers or administrators with a valuable reference for evaluating the IS quality between the end user and developer. Importantly, the proposed model can provide a reference material for decision makers or administrators, making it highly applicable for academic and management purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoftware quality. =650 \0$asoftware$xQuality control. =650 \0$aSystem measurement. =650 14$aSystem measurement. =650 24$aSoftware quality. =650 24$aSupply chain management system. =650 24$aPerceived and expected gap. =650 24$aMulticriteria decision-making (MCDM) =650 24$aTechnique for ordering preferences by similarity to the ideal solution (TOPSIS) =700 1\$aHorng, Der-Juinn,$eauthor. =700 1\$aLin, Hung-Lung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102004.htm =LDR 03339nab a2200529 i 4500 =001 JTE101989 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101989$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101989$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a624.1/762$223 =100 1\$aVenkataramana, K.,$eauthor. =245 12$aA Critical Review of the Methodologies Employed for Determination of Tensile Strength of Fine-Grained Soils /$cK. Venkataramana, B. Hanumantha Rao, D. N. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aTensile strength of fine-grained soils plays a significant role in assessing their cracking characteristics, which govern their suitability as a construction material for landfill liners and covers, earthen dams, embankments, and pavements. As such, determination of this property of these soils becomes essential. In this context, various experimental techniques that have been developed by earlier researchers to determine tensile strength of fine-grained soils are worth appreciating. Based on the experimental results obtained from these studies, several empirical relationships have been proposed. However, these relationships relate tensile strength of the soil with a single parameter (i.e., suction, plasticity index, liquid limit, CEC, clay content, or water content). This necessitates: (a) critical evaluation of such relationships, and (b) development of a generalized relationship that employs multiple soil properties. With this in view, investigations were carried out on some fine-grained soils and their tensile strength was determined by conducting undrained triaxial tests and suction measurements. Details of the methodologies adopted are presented in this paper and efforts have been made to achieve the two objectives mentioned above. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTriaxial tests. =650 \0$aTensile strength. =650 \0$aFine-grained soils. =650 \0$aSuction measurements. =650 \0$aShear strength of soils$xTesting. =650 \0$aSoils$xTesting. =650 14$aFine-grained soils. =650 24$aTensile strength. =650 24$aTriaxial tests. =650 24$aSuction measurements. =700 1\$aRao, B. Hanumantha,$eauthor. =700 1\$aSingh, D. N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101989.htm =LDR 02990nab a2200541 i 4500 =001 JTE11940J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11940J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11940J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.O59 =082 04$a610.28/4$223 =100 1\$aManesh, AAI,$eauthor. =245 10$aApplication of Electro-Optic Sensor and Force Transducer on Leak Detection /$cAAI Manesh, MH. Swaney, R. Saunders. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe application of the Electro-Optic Sensor and Force transducer on leak detection began with reviewing various leak testing technologies and their associated problems. Specific applications of differential pressure sensors for leak testing are discussed and the specifications of the University of Arkansas Electro-Optic Sensor and Force Transducer are explained. A design for a new differential pressure transducer based on the University of Arkansas Electro-Optic is presented. A leak tester was assembled by using a prototype of a differential pressure transducer. The performance test and calibration of the unit was accomplished by using a standard calibrated leak. The calibration results were then used to estimate the leak rate of some unknown samples. In order to reduce the ambient effect, a balance volume was attached to the reference chamber. In conclusion, a discussion of the problems and limitations is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLeak detection. =650 \0$aForce transducer. =650 \0$aElectro-optic sensor. =650 \0$aDifferential pressure. =650 \0$aBiosensing Techniques. =650 \0$aFiber Optic Technology. =650 \0$aLaser Therapy. =650 14$aElectro-optic sensor. =650 24$aDifferential pressure. =650 24$aForce transducer. =650 24$aLeak detection. =700 1\$aSwaney, MH.,$eauthor. =700 1\$aSaunders, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11940J.htm =LDR 02697nab a2200481 i 4500 =001 JTE11936J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11936J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11936J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN752.T54 =082 04$a669/.96142$223 =100 1\$aSeyler, RJ.,$eauthor. =245 10$aTemperature Calibration of Thermomechanical Analyzers :$bPart II-An Interlaboratory Test of the Calibration Procedure /$cRJ. Seyler, CM. Earnest. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aAn interlaboratory "round robin" test study was conducted for the calibration method developed by ASTM Task Group E37.01.12, which was described in Part I of this paper. The interlaboratory test protocol was consistent with the requirements outlined in ASTM E 691, Practice for Conducting an Interlaboratory Test Program to Determine the Precision of Test Methods. The results obtained by 10 participating laboratories were used to prepare a precision and bias statement for ASTM E 1363, Test Method for Temperature Calibration of Thermomechanical Analysers. Statistical treatment of the data yielded at the 95% confidence level a repeatability limit r = 1.43904°C, a reproducibility limit R = 4.11475°C, and a bias of 0.0137°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInterlaboratory tests. =650 \0$aTemperature calibration. =650 \0$aMetals$xThermomechanical treatment. =650 14$aInterlaboratory tests. =650 24$aThermomechanical analyzers. =650 24$aThermomechanical analysis (TMA) =650 24$aTemperature calibration. =700 1\$aEarnest, CM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11936J.htm =LDR 02448nab a2200481 i 4500 =001 JTE11939J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11939J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11939J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC321 =082 04$a536/.2012$223 =100 1\$aSengupta, K.,$eauthor. =245 10$aMeasurement of Thermal Conductivity of Refractory Bricks by the Nonsteady State Hot-Wire Method Using Differential Platinum Resistance Thermometry /$cK. Sengupta, R. Das, G. Banerjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAn apparatus for measuring thermal conductivity of refractory bricks has been designed using the parallel hot-wire technique and differential platinum thermometry. The equipment has been found to be simpler and less expensive than the thermocomple-based apparatus available commercially. It has shown better reproducibility and proved its applicability for both the low- and high-density refractory types and also for temperatures up to 1250°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aParallel hot-wire method. =650 \0$aThermal conductivity. =650 \0$aMaterials$xThermal Properties. =650 14$aThermal conductivity tester. =650 24$aApplication of differential Pt-thermometry. =650 24$aParallel hot-wire method. =700 1\$aDas, R.,$eauthor. =700 1\$aBanerjee, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11939J.htm =LDR 02458nab a2200565 i 4500 =001 JTE11929J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11929J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11929J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aKujawski, D.,$eauthor. =245 10$aCrack Initiation and Total Fatigue Life of a Carbon Steel in Vacuum and Air /$cD. Kujawski, F. Ellyin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aFully-reversed strain-controlled test results of a carbon steel (ASTM A 516 Gr. 70) in an ambient atmosphere and in a vacuum of 0.1 mPa are compared. Vacuum data may be viewed as representing a "pure" (mechanical) fatigue damage. In the case of an air environment, the rate of fatigue damage accumulation increases due to the environmental contribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir and vacuum. =650 \0$aCrack initiation. =650 \0$aRoom temperature. =650 \0$aTotal fatigue life. =650 \0$aPlastic strain energy. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aCrack initiation. =650 24$aTotal fatigue life. =650 24$aAir and vacuum. =650 24$aRoom temperature. =650 24$aStrain-controlled fatigue test. =650 24$aPlastic strain energy. =700 1\$aEllyin, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11929J.htm =LDR 03932nab a2200613 i 4500 =001 JTE11937J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11937J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11937J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA684 =082 04$a624.1/821$223 =100 1\$aSalih, N.,$eauthor. =245 13$aAn Experimental Appraisal of the Load-Deformation Properties of A325 High-Strength Bolts /$cN. Salih, J. Smith, HM. Aktan, M. Usmen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aCurrent specifications and testing procedures of high-strength bolts are based on the results of early research performed in the late 1950s and the early 1960s using the testing technology available at that time. Within the past few decades, the development of new, advanced testing equipment and computerized data acquisition systems has brought about significantly improved capabilities for materials testing. In light of these advancements, conducting a new set of bolt tests was considered essential in appraising the load deformation properties of high-strength bolts using the new testing technology. In this study, samples of randomly obtained A325 high-strength bolts were tested in accordance with the ASTM standard test methods, utilizing a servo controlled universal testing machine and a computerized data acquisition system. This equipment differs from that used in the early research in the accuracy of the data collected and the existence of many available options for specimen loading. The new testing technology provides an easy determination of the yield point, the proof load, and ductility of the bolts. The study aimed at experimentally determining the load-deformation properties of high-strength bolts and comparing them with those generated by early research. The proof load, the yield strength, and the teasile strength obtained were much higher than the specified ASTM and AISC values. Additional studies were pursued to gain an improved understanding of the behavior of the bolts as affected by the exposed thread length in the grip. The tested bolts showed higher strength and lower ductility as the number of the thread exposed in the grip length decreased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProof load. =650 \0$aGrip length. =650 \0$aYield strength. =650 \0$aUltimate strength. =650 \0$aHigh-strength bolts. =650 \0$aExposed thread length. =650 \0$aSteel, Structural$xDuctility. =650 \0$aStructural design. =650 \0$aDuctility. =650 14$aHigh-strength bolts. =650 24$aProof load. =650 24$aYield strength. =650 24$aUltimate strength. =650 24$aExposed thread length. =650 24$aGrip length. =650 24$aDuctility. =700 1\$aSmith, J.,$eauthor. =700 1\$aAktan, HM.,$eauthor. =700 1\$aUsmen, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11937J.htm =LDR 03241nab a2200541 i 4500 =001 JTE11932J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11932J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11932J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA430 =082 04$a620.1/126$223 =100 1\$aBowles, CQ.,$eauthor. =245 10$aComparison of the Fracture Behavior of Conventional Class U Railway Wheels and an Experimental Alloy Wheel /$cCQ. Bowles, JR. Roland. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe fracture properties of high and low carbon Class U railway wheels were compared with an experimental low carbon alloy wheel using tensile, Charpy impact, and KIc tests on specimens cut from the circumferential and transverse directions of wheel rim. The experimental alloy design was based on results of dynamometer tests and service experience that suggested a decrease in carbon content increased fracture resistance. Additional chromium was added to the experimental alloy to maintain pearlitic microstructure, thereby maintaining wear resistance. The low carbon wheels were found to have the highest fracture toughness, which was attributed to a continuous network of grain boundary ferrite that inhibited crack growth across grains. However, impact toughness was not significantly higher. Toughness of the experimental alloy was found to be similar to the high carbon wheels. However, a limited number of toughness tests coupled with a number of nonvalid tests make toughness results tentative. It was believed that the addition of chromium to produce a nearly pearlitic structure also eliminated the continuous network of proeutectoid ferrite necessary for good toughness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCharpy impact. =650 \0$aFerrous alloys. =650 \0$aRailroad wheels. =650 \0$aFracture toughness. =650 \0$aFractography. =650 \0$aFracture mechanics. =650 14$aFracture toughness. =650 24$aRailroad wheels. =650 24$aFerrous alloys. =650 24$aCharpy impact. =650 24$aFractography. =650 24$aEffects of microstructure on toughness. =700 1\$aRoland, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11932J.htm =LDR 01838nab a2200469 i 4500 =001 JTE11943J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11943J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11943J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1623$223 =100 1\$aWalker, WW.,$eauthor. =245 10$aDiscussion of "Analysis of the Size Effect in Low-Load Hardness Testing of Metals," by M. Atkinson /$cWW. Walker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIndentation. =650 \0$aLow-load region. =650 \0$aVickers hardness. =650 \0$aCorrosion and anti-corrosives. =650 \0$aAlloys$xCorrosion. =650 14$aIndentation. =650 24$aVickers hardness. =650 24$aLow-load region. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11943J.htm =LDR 03177nab a2200565 i 4500 =001 JTE11933J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11933J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11933J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aReemsnyder, HS.,$eauthor. =245 10$aResidual Stresses and Fatigue Precracking Techniques for Weldment Fracture Toughness Specimens /$cHS. Reemsnyder, HG. Pisarski, MG. Dawes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis article examines the ability of the local compression, stepwise high R-ratio, and reverse bend weldment fatigue precracking techniques to remove the residual stresses in the uncracked ligaments of as-welded fracture mechanics test specimens. The stepwise high R-ratio and reverse bend techniques appeared to have no significant influence on the residual stresses in the ligament. This was demonstrated by the occurrence of nonuniform fatigue cracks when these techniques were followed by the standard fatigue precracking procedures. Specimens given these treatments, and other specimens fatigue precracked using the standard procedures, showed evidence of crack closure and initial compliances that were lower than normal for these specimen geometries. In contrast, local compression reduced the residual stresses in the uncracked ligaments to low, uniform levels. This was indicated by acceptable fatigue precrack front-straightness and normal specimen compliance. Therefore, of the three precracking techniques investigated, only the local compression technique is recommended. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aWeldments. =650 \0$aCrack-front. =650 \0$aFracture toughness. =650 \0$aFatigue precracking. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFracture toughness. =650 24$aTesting. =650 24$aWeldments. =650 24$aFatigue precracking. =650 24$aCrack-front. =700 1\$aPisarski, HG.,$eauthor. =700 1\$aDawes, MG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11933J.htm =LDR 02993nab a2200601 i 4500 =001 JTE11941J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11941J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11941J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA646 =082 04$a624.1/71$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aVibration Levels in Commercial Truck Shipments as a Function of Suspension and Payload /$cSP. Singh, J. Marcondes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper addresses the vibration levels in commercial truck shipments. Data were collected on various truck shipments in the United States over various interstate expressways. Comperisons are shown for effect of suspension, weight of shipment, and road quality. Data are presented in the form of Power Density Spectrums that can be used for simulating tests on electro-hydraulic vibration tables. These plots are composite spectrums showing the average levels observed in these studies from data collected over 16 000 km of road conditions. Specific data for a section of road condition, load configuration, and suspension used may vary from these average levels. The results of these studies were requested by the ASTM D 4728 Task Group on Random Vibration Testing of Shipping Containers, to be recommended for package testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPayload. =650 \0$aTrailer. =650 \0$aVibration. =650 \0$aSuspension. =650 \0$aAir cushion. =650 \0$aLeaf spring. =650 \0$aPower density spectrum. =650 \0$aPiezoelectric devices. =650 \0$aStructural analysis (Engineering) =650 14$aTrailer. =650 24$aVibration. =650 24$aSuspension. =650 24$aPower density spectrum. =650 24$aAir cushion. =650 24$aLeaf spring. =650 24$aPayload. =650 24$aPiezoelectric accelerometer. =700 1\$aMarcondes, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11941J.htm =LDR 02798nab a2200541 i 4500 =001 JTE11934J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11934J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11934J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aMakabe, C.,$eauthor. =245 10$aEffects of Notch Length on the Ductile Fracture of a Center-Notched Low Carbon Steel Plate /$cC. Makabe, H. Kaneshiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aDuctile fracture of a thin-notched specimen deformed to plastic collapse was investigated by observing crack growth on the specimen surface. A correlation between the ductile crack growth and the initial notch length was obtained. It was found that: (1) the crack growth rate, da/d?, for the strain increment depends on the crack length, a, and the nondimensionalized crack growth rate, (da/d?)/a, is faster for short notch lengths; (2) crack opening displacement, ?, measured in the vicinity of the crack tip was also dependent on the crack length and the notch length; (3) the crack opening rate, d?/da, was inversely proportional to the crack length. Thus, the variation of crack opening displacement was found to have a good correlation with the crack growth rate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThin notch. =650 \0$aNotch length. =650 \0$aDuctile fracture. =650 \0$aLow carbon steel. =650 \0$aCrack growth rate. =650 \0$afracture mechanics. =650 14$aDuctile fracture. =650 24$aThin notch. =650 24$aNotch length. =650 24$aCrack growth rate. =650 24$aCrack opening displacement. =650 24$aLow carbon steel. =700 1\$aKaneshiro, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11934J.htm =LDR 03433nab a2200493 i 4500 =001 JTE11938J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11938J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11938J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aSuperposition Theory Applied to Nail/Glue Joints in Wood :$bPart II-Stiffness Behavior /$cPJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA model based on concepts involving nonlinear superposition of nail and glue joint characteristics was examined to predict the load-slip (P-?) behavior of nail joints with elastomeric construction adhesives (nail/glue) in wood subjected to lateral loading. Four combinations of two wood species (lodgepole pine and hard maple) and two nail sizes (6d and 8d) were explored. One brand of commercially-available elastomeric construction adhesive was used. One-hundred-sixty-nine nail, glue, and nail/glue joints were tested to evaluate the P-? curve from the origin to 0.08125 in. (2.1 mm) slip. Theoretical predictions based on nail and glue joint stiffness were compared with experimental data from nail/glue joint tests. The results showed that the presence of glue used in conjunction with nails proved to substantially increase joint stiffness. Increases in joint stiffness from 25 to 100% per square inch (645 mm2) of bonded surface over the stiffness of joints without glue were realized. The superposition model proved to be a reasonable predictor of nail/glue joint stiffness at levels of slip not exceeding 0.03 in. (0.762 mm). For slip levels greater than 0.03 in., superposition consistently underpredicted (conservatively) joint stiffness for all four combinations of nail size and wood species studied. Therefore, superposition has been shown to be an accurate predictor of joint stiffness in the range of slip values from which allowable loads are determined in the allowable stress and draft reliability-based design codes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNail joints. =650 \0$aLoad-slip behavior. =650 \0$aSuperposition model. =650 \0$aAdhesives. =650 \0$aJoints (Engineering) =650 14$aLoad-slip behavior. =650 24$aElastomeric construction adhesives. =650 24$aNail joints. =650 24$aSuperposition model. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11938J.htm =LDR 03739nab a2200517 i 4500 =001 JTE11942J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11942J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11942J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8$223 =100 1\$aTan, S-A,$eauthor. =245 10$aLaboratory Wheel Tracking Apparatus for Bituminous Pavement Studies /$cS-A Tan, T-F Fwa, B-H Low. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aRutting deformation is one of the most common forms of pavement distress found on bituminous pavements, especially in the hot, tropical climate of Singapore. These deformations are usually found in the wheel track on roads carrying heavy, slow moving, channeled traffic, such as in the city and industrial areas at traffic light junctions. To and our investigation into the nature of pavement rutting, a laboratory wheel-tracking apparatus was used to simulate channeled wheel traffic loading under controlled conditions. It was upgraded with automated temperature and rut profile measurement capability. This article describes the features of the apparatus, which include temperature control of test specimens from ambient (27°C) to 70°C via a water bath with an adjustable weir, speed control of 0 to 80 wheel passes per minute, and variable wheel loading from 18 to 54 kg giving approximate equivalent tire pressures of 175 to 530 kPa. The apparatus can be used to simultaneously test three standard specimens of dimensions 405 mm by 135 mm by 90 mm-thickness. Single tests of two other sizes, which are two or three times the width of the standard specimen, are permissible. The rut depths are monitored by means of three linear variable displacement transducers (LVDTs), which measure the vertical displacements of each of the three wheel axles independently as rutting progresses. Due to errors induced by machine vibrations, accurate rut profile measurements can be made only under static conditions at selected intervals of wheel passes. With the use of a 200-ton-capacity static press, uniform dense asphaltic concrete beam specimens can be made, giving reasonably repeatable rutting test data on the apparatus, thus making it a valuable tool for evaluating the ratting potential of various mixes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBituminous pavement. =650 \0$aRutting deformation. =650 \0$aWheel tracking test. =650 \0$aRutting. =650 \0$aDeformation. =650 \0$apavement. =650 14$aWheel tracking test. =650 24$aRutting deformation. =650 24$aBituminous pavement. =700 1\$aFwa, T-F,$eauthor. =700 1\$aLow, B-H,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11942J.htm =LDR 02426nab a2200589 i 4500 =001 JTE11930J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11930J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11930J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aWu, HC.,$eauthor. =245 14$aThe Shear Stress-Strain Curve Determination from Torsion Test in the Large Strain Range /$cHC. Wu, Z. Xu, PT. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA modified Nadai's method is proposed to determine the shear stress-strain curve by use of a solid circular cylinder subjected to torsional load. The modification is accomplished by taking into account the axial length change of the specimen. The method is extended to give the shear stresses in tubular specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTorsion. =650 \0$aAxial effect. =650 \0$aLarge strain. =650 \0$aSolid cylinder. =650 \0$aTubular specimen. =650 \0$aStress-strain curve. =650 \0$aShear (Mechanics) =650 \0$ashear. =650 14$aShear. =650 24$aStress-strain curve. =650 24$aTorsion. =650 24$aSolid cylinder. =650 24$aTubular specimen. =650 24$aAxial effect. =650 24$aLarge strain. =700 1\$aXu, Z.,$eauthor. =700 1\$aWang, PT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11930J.htm =LDR 02589nab a2200481 i 4500 =001 JTE11935J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11935J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11935J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN752.T54 =082 04$a669/.96142$223 =100 1\$aEarnest, CM.,$eauthor. =245 10$aTemperature Calibration of Thermomechanical Analyzers :$bPart I-The Development of a Standard Method /$cCM. Earnest, RJ. Seyler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThermomechanical analysis (TMA) is conducted with a variety of configurations involving differing probe geometries under static loading in tension, compression, or flexure. The most frequent assignment made in these applications involving thermomechanical measurements is that of transition temperatures, which include the melt temperature, glass transition, softening point, etc. Assurance of an isothermal study temperature is also a common requirement in TMA experiments. Intrinsic in any of these measurements is the knowledge of the sample temperature; yet, in practice, it is only the temperature in close proximity to the specimen that is known. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandard method. =650 \0$aTemperature calibration. =650 \0$aMetals$xThermomechanical treatment. =650 14$aTemperature calibration. =650 24$aThermomechanical analyzers. =650 24$aThermomechanical analysis (TMA) =650 24$aStandard method. =700 1\$aSeyler, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11935J.htm =LDR 03653nab a2200577 i 4500 =001 JTE11931J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11931J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11931J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN685 =082 04$a669/.028/4$223 =100 1\$aJones, HN.,$eauthor. =245 13$aAn Evaluation of the Impression Test for Estimating the Tensile Properties of Metallic Materials /$cHN. Jones. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe load versus displacement response of a flat-ended cylindrical indenter when pushed into a material at a constant displacement rate, termed the "impression test," and originally used as a measure of the compressive flow curve of metals, has also been used for estimating the tensile properties of metallic materials. The validity of this test method for determining tensile properties has been studied for five different materials of widely differing tensile flow behaviors. It is demonstrated that the impression test, like all indentation or hardness tests, can be used for the estimation of tensile properties of metallic materials only under very restrictive circumstances. In particular, the test cannot be relied upon alone without calibration and verification by actual tension tests, as it is insensitive to variations in tensile ductility. It was possible, with empirically defined relationships, to obtain reasonable estimates of the tensile yield stress for most of the materials studied. For true tensile strengths of metallic materials the method was less successful. In the case of heterogeneous materials of limited tensile ductility, such as gray cast iron or some particulate reinforced metal matrix composites, the test failed to give a valid characterization of tensile properties. Additionally, it was found to be insensitive to the upper and lower yield point associated with the initiation and propagation of a Luders band which is commonly observed in annealed low-carbon steels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTension test. =650 \0$aHardness test. =650 \0$aTensile yield. =650 \0$aImpression test. =650 \0$aTensile ductility. =650 \0$aTensile instability. =650 \0$aTrue tensile strength. =650 \0$aMetallic Materials. =650 \0$aCharacterization and Evaluation Materials. =650 14$aImpression test. =650 24$aHardness test. =650 24$aTension test. =650 24$aTensile instability. =650 24$aTensile ductility. =650 24$aTensile yield. =650 24$aTrue tensile strength. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11931J.htm =LDR 02328nab a2200565 i 4500 =001 JTE10188J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10188J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10188J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.32 =082 04$a620.1/123$223 =100 1\$aClough, RB.,$eauthor. =245 12$aA Note on the Measurement of Proportional Limit Under Multiaxial Stresses /$cRB. Clough. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aTheoretical definitions of the multiaxial plastic flow surface are exact; however, ambiguities arise in the experimental measurement. A new method for measuring the multiaxial flow surface based on maximum elastic stress rate is proposed which eliminates these ambiguities. It is applied to biaxial yielding. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aFlow stress. =650 \0$aMeasurement. =650 \0$aFlow surface. =650 \0$aProportional limit. =650 \0$aMultiaxial stresses. =650 \0$aPlasticity. =650 \0$aStresswaves. =650 14$aFlow stress. =650 24$aStresses. =650 24$aMeasurement. =650 24$aFlow surface. =650 24$aMultiaxial stresses. =650 24$aPlasticity. =650 24$aProportional limit. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10188J.htm =LDR 02725nab a2200673 i 4500 =001 JTE10192J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10192J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10192J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1185 =082 04$a671.35$223 =100 1\$aTurker, EG.,$eauthor. =245 10$aProduction and Economic Consequences When Machining Glass Ceramic /$cEG. Turker, J. Stanislao, MH. Richman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aExperimental data was obtained characterizing the machinability behavior of glass ceramic material (K2O-MgF2-MgO-SiO2). To determine how this material can be processed under production conditions an economic model was developed using Taylor's equations. A machining parameter was ultimately established with a minimum cost per unit while achieving a maximum production rate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEconomics. =650 \0$aProduction. =650 \0$aBrittleness. =650 \0$aOptimization. =650 \0$aMachinability. =650 \0$aRate of return. =650 \0$aSuboptimization. =650 \0$aDevitrified glass. =650 \0$aQuaternary system. =650 \0$aDynamic programming. =650 \0$aMachining. =650 \0$aBuilding materials. =650 14$aMachinability. =650 24$aDevitrified glass. =650 24$aBrittleness. =650 24$aOptimization. =650 24$aQuaternary system. =650 24$aDynamic programming. =650 24$aProduction. =650 24$aEconomics. =650 24$aSuboptimization. =650 24$aRate of return. =700 1\$aStanislao, J.,$eauthor. =700 1\$aRichman, MH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10192J.htm =LDR 02630nab a2200649 i 4500 =001 JTE10190J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10190J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10190J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN939 =082 04$a553.6$223 =100 1\$aKao, C-C,$eauthor. =245 10$aTensile-Shear Bond Strength and Failure Between Aggregate and Mortar /$cC-C Kao, FO. Slate. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe purpose of this study was to investigate the tensile-shear bond strength and failure of the mortar-aggregate interface. The techniques used are reported. The results indicate that the Mohr failure envelope in the tension-shear quadrant is almost a straight line and that the failure is essentially tensile in nature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure. =650 \0$aInterfaces. =650 \0$aFailure mode. =650 \0$aMohr envelope. =650 \0$aFailure mechanism. =650 \0$aMortars (material) =650 \0$aMechanical properties. =650 \0$aTensile-shear strengths. =650 \0$aAggregate-mortar strength. =650 \0$aAggregates (Building materials) =650 \0$aAggregates. =650 14$aAggregates. =650 24$aMortars (material) =650 24$aMechanical properties. =650 24$aFailure. =650 24$aAggregate-mortar strength. =650 24$aFailure mechanism. =650 24$aFailure mode. =650 24$aInterfaces. =650 24$aMohr envelope. =650 24$aTensile-shear strengths. =700 1\$aSlate, FO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10190J.htm =LDR 02471nab a2200565 i 4500 =001 JTE10191J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10191J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10191J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA681 =082 04$a693.5$223 =100 1\$aKarpati, KK.,$eauthor. =245 10$aJoint Movement in Precast Concrete Panel Cladding /$cKK. Karpati, PJ. Sereda. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aJoint movements between precast concrete panels were measured on a high-rise building. The movements were correlated to air temperature changes and were statistically evaluated. An experimental coefficient of movement was calculated from the slope of the regression line and the dimension of the panels and was compared to the published linear coefficient of thermal expansion of concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcretes. =650 \0$aDisplacement. =650 \0$aJoint movement. =650 \0$aConstruction joints. =650 \0$aMovements in buildings. =650 \0$aBuilding joint movement. =650 \0$aConcrete construction. =650 \0$aConcrete construction$xJoints. =650 14$aDisplacement. =650 24$aConstruction joints. =650 24$aConcretes. =650 24$aJoint movement. =650 24$aBuilding joint movement. =650 24$aMovements in buildings. =700 1\$aSereda, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10191J.htm =LDR 02842nab a2200553 i 4500 =001 JTE10187J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10187J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10187J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251 =082 04$a625.8$223 =100 1\$aIrvine, CH.,$eauthor. =245 10$aEvaluation of Some Factors Affecting Measurements of Slip Resistance of Shoe Sole Materials on Floor Surfaces /$cCH. Irvine. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aResearch done at Liberty Mutual Research Center consisted of 7090 slip tests in an attempt to show it is possible to determine differences in the slip-resistant qualities of various shoe soles. The tests included seven floor materials, eleven shoe sole materials, three sole pressures on wet and dry floors, and four widely different relative humidities. Thirteen operators took the measurements, using the Horizontal Pull Slipmeter. The measurements proved to be sensitive to relative humidity, sole pressure, repetitive measurements, and wet and dry conditions. Each operator demonstrated that consistent measurements can be taken with the Horizontal Pull Slipmeter. The conclusion is that it is possible to identify shoe sole materials that have desirable slip-resistant qualities for various floor surfaces under wet and dry conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShoes. =650 \0$aTests. =650 \0$aFloors. =650 \0$aEvaluation. =650 \0$aSlip tests. =650 \0$aSkid resistance. =650 \0$aPavements$xDesign and construction. =650 \0$aMotor vehicles$xSkidding. =650 14$aShoes. =650 24$aSkid resistance. =650 24$aFloors. =650 24$aTests. =650 24$aEvaluation. =650 24$aSlip tests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10187J.htm =LDR 03025nab a2200685 i 4500 =001 JTE10186J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10186J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10186J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a620.6$223 =100 1\$aTaraldsen, A.,$eauthor. =245 10$aYield Point Standardization /$cA. Taraldsen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe yield point, that is, the stress at which a steel starts to suffer a pronounced permanent set, is a very important property.There is in international standardization a dilemma about whether to use upper yield point (ReH) or lower yield point (ReL) as the characterizing yield point value in steel standards and in practical material testing.This dilemma may to a great extent be due to the people involved in standardization themselves exaggerating the difference between ReH and ReL.Both yield point values are dependent on the strain rate, which again may be greatly influenced by the compliance of the testing system.Some confusion may exist regarding the term "upper yield point" as compared with the term "yield point.". =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStiffness. =650 \0$aCompliance. =650 \0$aStrain rate. =650 \0$aStress rate. =650 \0$aYield point. =650 \0$aMachine speed. =650 \0$aYield strength. =650 \0$aStandardization. =650 \0$aLower yield point. =650 \0$aUpper yield point. =650 \0$aHydraulic machines. =650 \0$aTension tests. =650 \0$aConcrete$xTesting. =650 14$aTension tests. =650 24$aYield strength. =650 24$aYield point. =650 24$aUpper yield point. =650 24$aLower yield point. =650 24$aStress rate. =650 24$aStrain rate. =650 24$aStandardization. =650 24$aCompliance. =650 24$aStiffness. =650 24$aMachine speed. =650 24$aHydraulic machines. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10186J.htm =LDR 03551nab a2200661 i 4500 =001 JTE10189J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10189J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10189J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPZ7.F91662 =082 04$a813/.54$223 =100 1\$aBellow, DG.,$eauthor. =245 10$aSalt Water and Hydrogen Sulfide Corrosion Fatigue of Work-Hardened, Threaded Elements /$cDG. Bellow, MG. Faulkner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThis work describes the results of a laboratory testing program undertaken to evaluate the merits of work-hardened, threaded machine elements when subjected to axial fatigue in the presence of a corrosive environment. The experimental apparatus is described, including details of the corrosive mediums. The most damaging corrosive medium consisted of a salt water solution through which hydrogen sulfide gas was bubbled. Lower corrosion fatigue damage was noted for aerated salt water and the least occurred for a deaerated salt water solution. The corrosion fatigue results are compared with results obtained in air for simple cut threads and fully cold-worked or rolled threads formed on AISI 8635 steel. The results show that at a life of 105 cycles the fully cold-worked threaded element had an endurance stress of 74 ksi (510 MPa) compared with 44 ksi (303 MPa) for the simple cut threaded element. Under the combined action of corrosion fatigue in the presence of a hydrogen sulfide saline solution these values were reduced to 46 ksi (317 MPa) and less than 20 ksi (138 MPa), respectively, which indicated that the fully cold-worked, threaded element was superior to all thread forms evaluated under a variety of environmental conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aStresses. =650 \0$aDurability. =650 \0$aSalt water. =650 \0$aWork hardening. =650 \0$aHydrogen sulfide. =650 \0$aThreaded elements. =650 \0$aOxygen cell corrosion. =650 \0$aHydrogen embrittlement. =650 \0$aThreads. =650 \0$aCorrosion. =650 14$aCorrosion. =650 24$aFatigue. =650 24$aWork hardening. =650 24$aThreads. =650 24$aThreaded elements. =650 24$aDurability. =650 24$aStresses. =650 24$aHydrogen sulfide. =650 24$aSalt water. =650 24$aOxygen cell corrosion. =650 24$aHydrogen embrittlement. =700 1\$aFaulkner, MG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10189J.htm =LDR 02194nab a2200565 i 4500 =001 JTE10193J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10193J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10193J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.C7 =082 04$a621.48$223 =100 1\$aParikh, PD.,$eauthor. =245 10$aDiscussion of "Stress Relaxation in Tension of CA 172 Copper-Beryllium" by R. P. Goel /$cPD. Parikh, E. Shapiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aTensile tests. =650 \0$aHigh temperature tests. =650 \0$aCopper beryllium alloys. =650 \0$aStress relaxation tests. =650 \0$aCopper$xCorrosion$zCanada. =650 \0$aCopper$xStress corrosion. =650 \0$aRadioactive waste disposal$zCanada. =650 \0$aNuclear engineering$zCanada. =650 14$aStress relaxation tests. =650 24$aCopper beryllium alloys. =650 24$aStrains. =650 24$aHigh temperature tests. =650 24$aTensile tests. =650 24$aTemperature accelerated extrapolation. =700 1\$aShapiro, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10193J.htm =LDR 03579nab a2200889 i 4500 =001 JTE10185J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10185J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10185J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD427.O7 =082 04$a628.1/61$223 =100 1\$aBuikema, AL.,$eauthor. =245 12$aA Screening Bioassay Using Daphnia pulex for Refinery Wastes Discharged into Freshwater /$cAL. Buikema, DR. Lee, J. Cairns. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aA simple method using unsophisticated equipment is suggested for on-site toxicity testing of refinery effluents. This method will provide an inexpensive means of identifying problem materials and establishing priorities for coping with these materials. An arbitrary reference mixture, containing six common constituents of refinery wastewaters, was used for static toxicity tests on 15 species of freshwater invertebrates and 3 species of fish. Daphnia pulex was selected for further testing because it was the most sensitive of the animals tested, relatively inexpensive and easy to maintain, and a potential fish-food organism. If the reference mixture were representative of a refinery effluent, the Daphnia bioassay would be sufficiently sensitive to give reliable results within 48 h, whereas a fish bioassay would show no toxicity even after 96 h. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSnail. =650 \0$aWorms. =650 \0$aPhenol. =650 \0$aAmmonia. =650 \0$aDaphnia. =650 \0$aRotifer. =650 \0$aSulfide. =650 \0$aAmphipod. =650 \0$aBioassay. =650 \0$aBluegill. =650 \0$aChromium. =650 \0$aCrayfish. =650 \0$aGoldfish. =650 \0$aMosquito. =650 \0$aPlanaria. =650 \0$aInvertebrates. =650 \0$aRainbow trout. =650 \0$aRefinery effluent. =650 \0$aToxicity. =650 \0$aToxicity testing. =650 14$aBioassay. =650 24$aInvertebrates. =650 24$aToxicity. =650 24$aRefinery effluent. =650 24$aOil. =650 24$aPhenol. =650 24$aAmmonia. =650 24$aChromium. =650 24$aSulfide. =650 24$aSnail. =650 24$aAmphipod. =650 24$aCrayfish. =650 24$aWorms. =650 24$aDaphnia. =650 24$aPlanaria. =650 24$aRotifer. =650 24$aMosquito. =650 24$aRainbow trout. =650 24$aBluegill. =650 24$aGoldfish. =700 1\$aLee, DR.,$eauthor. =700 1\$aCairns, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10185J.htm =LDR 02770nab a2200589 i 4500 =001 JTE11912J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11912J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11912J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA410 =082 04$a620.1/12$223 =100 1\$aMooce, MA.,$eauthor. =245 10$aAccelerated Weathering of Marine Fabrics /$cMA. Mooce, HH. Epps. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aFabrics designed to be used in marine applications must retain strength and resist color change over prolonged exposure to a variety of potentially degrading factors, including sunlight, variations in temperature and relative humidity, and repeated cycles of wetness and dryness. This research focused on the effects of instrumental weathering on the end-use performance properties of three woven marine fabrics currently available for use as sails. The fabrics were 100% polyester, 100% acrylic, and 100% nylon. Changes in fabric color and tensile properties were analyzed after exposure to three levels of simulated sunlight under both dry and moist conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aElongation. =650 \0$aMarine fabrics. =650 \0$aQUV instrument. =650 \0$aColor measurement. =650 \0$aAccelerated weathering. =650 \0$aInstrumental weathering. =650 \0$aAccelerated life testing. =650 \0$aWeathering. =650 14$aAccelerated weathering. =650 24$aMarine fabrics. =650 24$aQUV instrument. =650 24$aInstrumental weathering. =650 24$aColor measurement. =650 24$aStrength. =650 24$aElongation. =700 1\$aEpps, HH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11912J.htm =LDR 02904nab a2200553 i 4500 =001 JTE11908J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11908J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11908J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aSinha, UP.,$eauthor. =245 10$aTensile Stress Relaxation in High-Strength Spring Steel Wire /$cUP. Sinha, DW. Levinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aStress relaxation data were obtained in tension tests using the vibrating string technique (measuring the resonance frequency) in spring steel wire of ASTM Grade A 228 (also known as music wire). The steel wire of 0.56 mm diameter had a 0.29% offset tensile yield strength of 1689 MPa. Tests were conducted at low temperatures in the range of 23 to 140°C, and at initial stress levels of up to 75% of the 0.20% offset yield strength of the wire. The test duration was to 4000 h at 23°C and to 100 h at temperatures to 140°C. The test results indicate a faster rate of stress relaxation during the early stage of stress relaxation, and subsequently a slower rate of stress relaxation rate with increasing time, as is usually observed. An empirical equation has been determined that fits the experimental data very well under the given test conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOscillator. =650 \0$aResidual stress. =650 \0$aLoop test method. =650 \0$aStress relaxation. =650 \0$aResonant frequency. =650 \0$aFrequency test method. =650 \0$aTensile architecture. =650 14$aStress relaxation. =650 24$aResidual stress. =650 24$aResonant frequency. =650 24$aFrequency test method. =650 24$aLoop test method. =650 24$aOscillator. =700 1\$aLevinson, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11908J.htm =LDR 02631nab a2200553 i 4500 =001 JTE11911J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11911J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11911J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.7.C65 =082 04$a620.1/1242$223 =100 1\$aGreen, DW.,$eauthor. =245 10$aCompression Testing of Lumber :$bA Comparison of Methods /$cDW. Green, JW. Evans. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aA study was conducted to compare compression strength values obtained using short segments cut from full-length lumber and tested in accordance with ASTM D 4761-87 with those values obtained using full-leagth specimens and tested in accordance with ASTM D 198-84. Tests were conducted on Southern Pine lumber conditioned to a target moisture content of 9%. To obtaim a short-segment compression strength estimate within a factor of about 1.05 of those obtained by testing full-length (3-m [10-ft]) specimens, it is necessary to select two of the apparent worst strength-reducing defects in the full-length specimen using ASTM D 245-84 sorting criteria. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aLumber. =650 \0$aStrength. =650 \0$aCompression. =650 \0$aParallel-to-grain. =650 \0$aMaterials$xCompression testing. =650 14$aStrength. =650 24$aCompression. =650 24$aParallel-to-grain. =650 24$aWood. =650 24$aLumber. =650 24$aASTM D 198-84. =650 24$aASTM D 4761-87. =700 1\$aEvans, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11911J.htm =LDR 03028nab a2200565 i 4500 =001 JTE11913J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11913J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11913J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251.5 =082 04$a625.725$223 =100 1\$aTabatabaee, N.,$eauthor. =245 10$aField Evaluation of Pavement Instrumentation Methods /$cN. Tabatabaee, IL. Al-Qadi, PE. Sebaaly. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aFull-scale testing was conducted to compare the performance of different in situ instrumentations used in flexible pavement, including strain gages, pressure cells, geophones, and single-layer deflectometers. Two test sections were instrumented: one thin section (15.2 cm [6 in. thick]) and one thick section (25.4 cm [10 in. thick]). Each section is 15.2 m (50 ft) long. The testing variables included pavement structure, load, tire pressures, and speed. The criteria for evaluation of performance of the instruments included survivability, repeatability, reliability, the effect of test variables, ease of installation, and data processing. The measured response under different conditions was compared with the calculated response using a multi-layered elastic model. Falling weight deflectometer (FWD) testing was used to quantify the in situ material properties needed for the computer model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain gage. =650 \0$aPressure cell. =650 \0$aPavement response. =650 \0$aFull-scale testing. =650 \0$aPavement instrumentation. =650 \0$aPavement performance. =650 \0$aInstrumentation. =650 14$aStrain gage. =650 24$aPressure cell. =650 24$aLinear variable differential transformers (LVDT) =650 24$aFull-scale testing. =650 24$aPavement instrumentation. =650 24$aPavement response. =700 1\$aAl-Qadi, IL.,$eauthor. =700 1\$aSebaaly, PE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11913J.htm =LDR 02236nab a2200505 i 4500 =001 JTE11909J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11909J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11909J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aMazachek, KD.,$eauthor. =245 13$aAn Apparatus for Biaxial Strength Testing of Standard Tensile Specimens /$cKD. Mazachek, TN. Faddis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA novel, low cost testing apparatus has been designed for the application of biaxial stress on standard tensile spectmens. The apparatus independently applies compressive loading perpendicular to a tensile load. The compressive load is transferred through a compression pad, applying hydrostatic pressure to the test section. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aBiaxial testing. =650 \0$aFailure criterion. =650 \0$aMultiaxial stress. =650 \0$aTensile architecture. =650 14$aBiaxial testing. =650 24$aFailure criterion. =650 24$aAluminum. =650 24$aMultiaxial stress. =700 1\$aFaddis, TN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11909J.htm =LDR 02764nab a2200493 i 4500 =001 JTE11910J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11910J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11910J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aVizzini, AJ.,$eauthor. =245 13$aAn Efficient Algorithm to Characterize Stress-Strain Data Using Piecewise Linear Curves /$cAJ. Vizzini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn efficient algorithm to characterize experimental stress-strain data is preacated. The algorithm segments the curve into regions by locating regions with a maximum correlation coefficient. Thus the algorithm determines the initial region of the curve to be considered in determining the initial slope or, in the case of a stress versus strain curve, the initial modulus. The algorithm is of particular use in analyzing the elastic behavior of composites where nonlinear stress-strain, knees, damage, and other abnormalities may occur. The results of the algorithm are compared to linear regions determined from calculations of correlation coefficients involving all possible regions within a data file. In general, the algorithm provides the same linear regions as are determiend from the complete calulation of correlation coefficients and is at least one order of magnitude faster. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInitial modulus. =650 \0$aCharacterization. =650 \0$aStress-strain curves. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aComposites. =650 24$aStress-strain curves. =650 24$aInitial modulus. =650 24$aCharacterization. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11910J.htm =LDR 02730nab a2200541 i 4500 =001 JTE11906J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11906J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11906J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA277 =082 04$a519.5/6$223 =100 1\$aBhattacharya, S.,$eauthor. =245 10$aCrack Tip Opening Displacement (CTOD) Toughness Evaluation by ASTM E 1290 and BS5762 :$bA Comparative Analysis /$cS. Bhattacharya, AN. Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aASTM Committee E-24 on Fracture has recently standardized the crack tip opening displacement (CTOD) measurement method. Three major differences between the ASTM E 1290-89 method and British Standard BS5762:1979 are outlined, and the influence of these differences on the critical crack initiation CTOD value is studied. The study is based on a typical fatigue crack and slow crack growth front profile. A difference of up to 6% in the CTOD values between the two standards, irrespective of the slow crack growth size, was found in the present study. However, a marginal ditterence of only 2% in the initiation CTOD value could be observed for the slow crack growth situation considered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-curve. =650 \0$aCrack size. =650 \0$aElastic CTOD. =650 \0$aPlastic CTOD. =650 \0$aRotational factor. =650 \0$aCurve fitting. =650 \0$aMATHEMATICS$xProbability & Statistics$vGeneral. =650 14$aElastic CTOD. =650 24$aPlastic CTOD. =650 24$aCrack size. =650 24$aRotational factor. =650 24$aR-curve. =700 1\$aKumar, AN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11906J.htm =LDR 03059nab a2200565 i 4500 =001 JTE11907J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11907J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11907J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aE169.1 =082 04$a973$223 =100 1\$aPandey, RK.,$eauthor. =245 10$aCritical Assessment of Methods for JIc Determination /$cRK. Pandey, P. Sundaram, AN. Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aVarious methods for the evaluation of J-initiation toughness have been compared by conducting investigations on Mo and Cr-Mo steel at different temperatures (i.e., 30 to 460°C) by employing the single-edge-notch bending configuration. The methods investigated include ASTM Standard E 813, a method proposed by the European Group on Fracture (EGF), methods based on a stretch zone approach, and a proposed method of the Japan Society of Mechanical Engineers (JSME). The blunting line approach for toughness determination has been investigated in detail in the light of various propositions made by other investigators, and an equation for the blunting line has been proposed based on the findings from the present work as well as from literature data. A J-resistance curve based on mid-thickness crack growth combined with the stretch zone approach for the blunting line appears to provide a mose comsistent method for toughness determination. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlunting line. =650 \0$aStretch zone width. =650 \0$aJ-resistance curves. =650 \0$aAverage crack growth. =650 \0$aInitiation toughness. =650 \0$aMaximum crack growth. =650 \0$aToughness (Personality trait) =650 14$aBlunting line. =650 24$aStretch zone width. =650 24$aInitiation toughness. =650 24$aJ-resistance curves. =650 24$aAverage crack growth. =650 24$aMaximum crack growth. =700 1\$aSundaram, P.,$eauthor. =700 1\$aKumar, AN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11907J.htm =LDR 02317nab a2200493 i 4500 =001 JTE10347J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10347J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10347J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC963.48 =082 04$a155.9/042$223 =100 1\$aMarchand, N.,$eauthor. =245 12$aA Computerized Test System for Thermal-Mechanical Fatigue Crack Growth /$cN. Marchand, RM. Pelloux. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aA computerized testing system to measure fatigue crack growth under thermal-mechanical fatigue conditions is described. Built around a servohydraulic machine, the system is capable of a push-pull test under stress- or strain-controlled conditions in the temperature range of 25 to 1050°C. Temperature and mechanical strain are independently controlled by the closed-loop system to simulate complex inservice strain-temperature relationship. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPotential drop. =650 \0$aFatigue. =650 \0$aThermal-mechanical fatigue. =650 \0$aCrack growth. =650 14$aThermal-mechanical fatigue. =650 24$aCrack growth. =650 24$aFatigue. =650 24$aPotential drop. =700 1\$aPelloux, RM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10347J.htm =LDR 02973nab a2200529 i 4500 =001 JTE10350J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10350J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10350J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1092 =082 04$a628.9222$223 =100 1\$aAlexeeff, GV.,$eauthor. =245 12$aA Suggested Role of Combustion Toxicity in Fire Risk Assessment /$cGV. Alexeeff, SC. Packham. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aAt least 17 test methods have been developed to examine the acute toxicity of thermal decomposition products produced in fires. However, a consensus has not been reached on a method of integrating this information into a fire risk assessment. This paper suggests a fire risk assessment methodology with the goal of improving risk management and reducing future fire deaths. Following hazard identification, four steps are presented: (1) calculation of the probability that a material will be present in a fire, (2) estimation of smoke concentrations in specific fire scenarios, (3) determination of the qualitative and quantitative nature of toxic effects of smokes, and (4) estimation of the likelihood of the toxic injury resulting to humans based on correlations between animal models and humans. A concentration-time product is used in estimating exposure, since recent reports indicate it is likely to be the most appropriate method for comparing the toxicity of smokes with each other and to pure gases. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFire hazard. =650 \0$aSmoke toxicity. =650 \0$aRisk assessment. =650 \0$aFire toxicity. =650 \0$aCombustion toxicity. =650 \0$aToxicity testing. =650 14$aCombustion toxicity. =650 24$aFire toxicity. =650 24$aRisk assessment. =650 24$aSmoke toxicity. =650 24$aFire hazard. =700 1\$aPackham, SC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10350J.htm =LDR 03002nab a2200541 i 4500 =001 JTE10349J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10349J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10349J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTX531 =082 04$a363.19/26$223 =100 1\$aBeckers, HJ.,$eauthor. =245 10$aPrecision Testing of Standardized Microbiological Methods /$cHJ. Beckers. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aTests performed on identical materials in identical circumstances do not yield identical results. This is attributed to unavoidable random errors inherent in every test procedure. Repeatability and reproducibility have been found sufficient for describing the precision of a method. Examples of interlaboratory precision experiments in the field of food microbiology are presented, which also demonstrate the different types of reference material that can be used. With a fluid, microbiologically stabilized by freezing, repeatability of aerobic and Enterobacteriaceae plate counts (expressed in 10log-units) appeared to be 0.28; reproducibility was 0.37 for both plate counts. The repeatability of Staphylococcus aureus plate counts varied between 0.26 and 0.52, reproducibility between 0.31 and 0.84, depending on the method of enumeration and the testing procedure. It is concluded that microbiological methods should be evaluated by precision tests, carried out on an international scale. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRepeatability. =650 \0$aReproducibility. =650 \0$aPrecision testing. =650 \0$aReference material. =650 \0$aFood microbiology. =650 \0$aFood$xSafety measures. =650 \0$aEvaluation of methods. =650 14$aFood microbiology. =650 24$aLaboratory quality assurance. =650 24$aPrecision testing. =650 24$aRepeatability. =650 24$aReproducibility. =650 24$aReference material. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10349J.htm =LDR 02514nab a2200505 i 4500 =001 JTE10345J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10345J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10345J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV5810 =082 04$a362.29/8/0973$223 =100 1\$aHellmann, D.,$eauthor. =245 10$aOn the Determination of Crack Initiation Using Standard Test Methods /$cD. Hellmann, K-H Schwalbe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe results presented in this paper were obtained by participation in an ASTM experimental round-robin exercise. The roundrobin was aimed at verifying the appropriateness of ASTM Draft Test Method for Crack Tip Opening Displacement (CTOD) Testing. It was demonstrated that the Draft Method is suitable for determining initiation values of CTOD and that more unequivocal values are obtained if the crack length is measured as the average of ten instead of three individual values distributed over the specimen thickness. This is consistent with the recent revision of the Draft Method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aFour-point bend specimen. =650 \0$aCrack. =650 \0$aCrack initiation. =650 \0$aCrack tip opening. =650 14$aCrack tip opening displacement. =650 24$aCrack initiation. =650 24$aFour-point bend specimen. =650 24$aJ-integral. =700 1\$aSchwalbe, K-H,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10345J.htm =LDR 02357nab a2200469 i 4500 =001 JTE10351J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10351J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10351J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T5 =082 04$a624.1/76$223 =100 1\$aGradin, PA.,$eauthor. =245 10$aLinear Elastic Fracture Mechanics Applied to an Adhesive Spar-Wingskin Joint /$cPA. Gradin, S. Nilsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aWhen utilizing adhesive bonding in structures where a failure might have serious consequences, one is generally interested in the possibility of determining the sensitivity of the bond strength to certain types of bond imperfections. It is well known that most adhesive bonds will contain defects such as voids, regions with no or poor bonding, and microcracks. When such defects are located in regions with alternating stresses of sufficiently high amplitude, they might grow to form macrocracks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComposite structures. =650 \0$aAdhesive bonding. =650 \0$aThin-walled structures$xTesting. =650 14$aLinear elastic fracture mechanics. =650 24$aAdhesive bonding. =650 24$aComposite structures. =700 1\$aNilsson, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10351J.htm =LDR 02977nab a2200613 i 4500 =001 JTE10348J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10348J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10348J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1091 =082 04$a628.922$223 =100 1\$aMatsuoka, S.,$eauthor. =245 12$aA Method for Determining Conservative Fatigue Threshold While Avoiding Crack Closure /$cS. Matsuoka, E. Takeuchi, M. Kosuge, M. Shimodaira, A. Ohta, S. Nishijima. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe low-rate fatigue properties of a mild steel are obtained on small compact-type (CT) specimens while avoiding crack closure. These properties are similar to those of butt-welded joints obtained at a much lower stress ratio in the range -1 to 0.5. This is a result of the existence of tensile residual stress at the crack tip of the welded joint which prevents crack closure even at low stress ratios. It is concluded that the most conservative fatigue crack propagation properties, including fatigue threshold values, can be easily obtained by confirming that the results are the same for CT specimens tested at different terminal stress ratios using a ?K decreasing method which avoids crack closure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMild steel. =650 \0$aWelded joint. =650 \0$aCrack closure. =650 \0$aFatigue threshold. =650 \0$aTensile residual stress. =650 \0$aWelded joints. =650 \0$aSteel. =650 \0$aFatigue. =650 14$aMild steel. =650 24$aFatigue threshold. =650 24$aCrack closure. =650 24$a?K decreasing method. =650 24$aWelded joint. =650 24$aTensile residual stress. =700 1\$aTakeuchi, E.,$eauthor. =700 1\$aKosuge, M.,$eauthor. =700 1\$aShimodaira, M.,$eauthor. =700 1\$aOhta, A.,$eauthor. =700 1\$aNishijima, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10348J.htm =LDR 02510nab a2200505 i 4500 =001 JTE10346J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10346J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10346J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.7/32$223 =100 1\$aReichverger, Z.,$eauthor. =245 10$aUsing an Impact Device with Sliding Drop Collar for In Situ Evaluation of Compressive Strength of Insulating Cellular Concrete /$cZ. Reichverger. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper describes the efforts of the Central Building Laboratory of the Standards Institute of Israel to develop a relatively simple method for in situ nondestructive evaluation of the compressive strength of lightweight cellular concrete used for thermal insulation of roofs. The idea of the developed impact device with sliding drop collar is similar in principal to the well-known soil test method of drop-weight penetration, ordinarily used for field determination of compacted soil density. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompressive strength. =650 \0$aIn situ quality control. =650 \0$aDrop-collar penetrometer. =650 \0$aCone penetrometer. =650 \0$aPenetrometers. =650 \0$aSoil penetration test. =650 14$aLightweight cellular concrete. =650 24$aIn situ quality control. =650 24$aCompressive strength. =650 24$aDrop-collar penetrometer. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10346J.htm =LDR 03037nab a2200541 i 4500 =001 JTE10344J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10344J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10344J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.2/8$223 =100 1\$aRahka, KA.,$eauthor. =245 10$aCyclic Stress and Diametral Strain Response During High Strain Amplitude Fatigue of a 1Cr-1.3Mo-0.3V Bainitic Rotor Steel at Elevated Temperature-Part II /$cKA. Rahka, C. Laird. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aTests of a Cr-Mo-V rotor steel have been carried out at 550°C using continuous cycling and cycling with tensile dwells. A special feature of these tests was that they were carried out in control by the axial total strain but that diametral strain was simultaneously measured. Comparison of the diametral and axial strain ranges showed that "Poisson's ratio" initially increased but subsequently declined steadily with accumulating cycles. While these results do not challenge the traditional view of Poisson's ratio which is defined for homogeneous material, they indicate that numerical values of the ratio must be used with caution. The results on diametral strain response are carefully analyzed and defended as a true material response; they indicate that the ratio of diametral to axial strain is sensitive to the accumulated fatigue damage of the specimen in a rather unpredictable fashion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPoisson's ratio. =650 \0$aLow cycle fatigue. =650 \0$aDiametral strain response. =650 \0$aCavitation. =650 \0$aUltrasonic waves$xIndustrial applications. =650 \0$aElevated temperature. =650 14$aElevated temperature. =650 24$aLow cycle fatigue. =650 24$aDiametral strain response. =650 24$aPoisson's ratio. =650 24$a1Cr-1Mo-0.3V rotor steel. =650 24$aCavitation. =700 1\$aLaird, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10344J.htm =LDR 02788nab a2200541 i 4500 =001 JTE12386J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12386J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12386J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS195.8 =082 04$a688.8$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aMeasurement and Analysis of the United Parcel Service Ground Shipping Environment for Large and Heavy Packages /$cSP. Singh, GJ. Burgess, ZG. Hays. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis study investigated the United Parcel Shipping environment for shipping large and heavy packages weighing up to 150 lb. The data were collected using instrumented packages that contained triaxial recorders to measure acceleration levels produced by drops and impacts during shipping and handling. The study showed that the existing test methods used to design and evaluate such packages for this type of shipping environment in accordance with ASTM (American Society for Testing and Materials) and ISTA (International Safe Transit Association) test methods do not replicate the levels of damage found in real shipments. The study recommends tests that would produce more realistic damage levels for this environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPackaging. =650 \0$aE-commerce. =650 \0$aLarge packages. =650 \0$aSingle parcel shipping. =650 \0$aPackaging$xTesting. =650 \0$aShipping. =650 \0$aPallets (Shipping, storage, etc)$xEvaluation. =650 14$aPackaging. =650 24$aE-commerce. =650 24$aSingle parcel shipping. =650 24$aLarge packages. =700 1\$aBurgess, GJ.,$eauthor. =700 1\$aHays, ZG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12386J.htm =LDR 02637nab a2200541 i 4500 =001 JTE12390J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12390J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12390J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a628.1/5$223 =100 1\$aRagab, AR.,$eauthor. =245 10$aWeathering Effects on the Fracture Properties of Polyvinyl Chloride Pipes /$cAR. Ragab, H. Alawi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aPolyvinyl chloride (PVC) pipes were weathered naturally for periods of up to two years. The effect of weathering on the mechanical properties was investigated by compressing unnotched and radially notched ring specimens in a parallel-plate test. Disregarding the scatter existing among the test results, the general trend indicates deteriorating fracture properties due to exposure. The application of fracture mechanics concepts, explicitly the J-integral value, to the test results helps to reveal the susceptibility of weathered PVC pipe material to brittle fracture compared to its as-received condition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aParallel-plate test. =650 \0$aFracture of PVC pipe. =650 \0$aPipe, Plastic$xTesting. =650 \0$aPolyvinyl chloride. =650 \0$aWater-pipes$xTesting. =650 \0$aWeathering. =650 14$aPolyvinyl chloride. =650 24$aNatural weathering of PVC. =650 24$aFracture of PVC pipe. =650 24$aParallel-plate test. =650 24$aJ-integral. =700 1\$aAlawi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12390J.htm =LDR 02851nab a2200529 i 4500 =001 JTE12387J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12387J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12387J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a620.1/1230151825$223 =100 1\$aKim, Y-J,$eauthor. =245 10$aOn the Sensitivity of J Estimation to Materials' Stress-Strain Curves in Fracture Toughness Testing Using the Finite Element Method /$cY-J Kim, K-H Schwalbe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe present paper reports the accuracy of the J estimation equations for three typical homogeneous fracture toughness testing specimens: M(T), C(T), and SE(B) specimens, based on systematic 2D FE analyses. A wide range of crack lengths is considered, except for C(T) specimens where only deep cracks are considered, a/W = 0.45 to 0.7. By carefully selecting the properties of the materials in the analysis, particular emphasis is placed on the sensitivity of such equations to the strain hardening as well as the type of stress strain curve, such as continuously hardening materials or materials with Lüders strain. Two different J estimation schemes are considered, one based on load-load line displacement records and the other on load-crack mouth opening displacement (CMOD) records. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aTest standards. =650 \0$aToughness testing. =650 \0$aFinite element analysis. =650 \0$aFinite element method. =650 \0$aStress-strain curves. =650 \0$aFracture Toughness. =650 14$aFinite element analysis. =650 24$aJ-integral. =650 24$aTest standards. =650 24$aToughness testing. =700 1\$aSchwalbe, K-H,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12387J.htm =LDR 03097nab a2200565 i 4500 =001 JTE12392J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12392J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12392J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTX407.K48 =082 04$a641.35642$223 =100 1\$aPasternak, H.,$eauthor. =245 10$aOvercoming Multicollinearity in Near Infrared Analysis for Lycopene Content Estimation in Tomatoes by Using Ridge Regression /$cH. Pasternak, Z. Schmilovitch, E. Fallik, Y. Edan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aHigh intercorrelation between absorbance at different wavelengths is common in near infrared analysis and was observed in an experiment to determine lycopene in tomatoes. Simulation analysis and experiments were conducted to estimate the effects of this problem on the estimators and on the predictive ability of linear regression and ridge regression. Applying linear regression to the experimental data resulted in very large parameter values, implying poor predictive ability. When linear regression gives very large parameter values, the estimated parameters are practically random numbers and are not correlated to the true ones. Ridge regression yielded estimators with normal values, but which are still poorly correlated with the true parameters. However, the predictive ability of the derived equation is good and may be used in practice to determine lycopene content in tomatoes since it is relatively easy to update. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRidge regression. =650 \0$aLinear regression. =650 \0$aMulticollinearity. =650 \0$aLycopene. =650 \0$aInfrared spectroscopy. =650 \0$aTomatoproducts. =650 14$aNear infrared spectroscopy. =650 24$aLinear regression. =650 24$aRidge regression. =650 24$aMulticollinearity. =650 24$aTomato. =650 24$aLycopene. =700 1\$aSchmilovitch, Z.,$eauthor. =700 1\$aFallik, E.,$eauthor. =700 1\$aEdan, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12392J.htm =LDR 02552nab a2200541 i 4500 =001 JTE12385J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12385J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12385J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a629.47$223 =100 1\$aFett, T.,$eauthor. =245 10$aTest Devices for Strength Measurements of Bars Under Contact Loading /$cT. Fett, D. Munz, G. Thun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aBars loaded by opposite concentrated forces via rollers are appropriate specimens for the determination of strength under contact loading. Measured multiaxial strength values are located in the second quadrant (?1 > 0, ?2 < 0) of the biaxial failure diagram. In this paper stress solutions for the proposed strength specimens are provided. As practical applications of the proposed specimens, the strengths for two aluminas, an AIN, and a HPSN ceramic, were determined and compared with bending strength results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMultiaxiality. =650 \0$aContact strength. =650 \0$aStress distribution. =650 \0$aRoller loading devices. =650 \0$aStressdistribution. =650 \0$aFinite element method. =650 \0$aStressrelieving (Materials) =650 14$aContact strength. =650 24$aMultiaxiality. =650 24$aRoller loading devices. =650 24$aStress distribution. =700 1\$aMunz, D.,$eauthor. =700 1\$aThun, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12385J.htm =LDR 02695nab a2200529 i 4500 =001 JTE12393J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12393J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12393J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC100 =082 04$a620.1/66$223 =100 1\$aKim, YJ.,$eauthor. =245 10$aOn Experimental J Estimation Equations Based on CMOD for SE(B) Specimens /$cYJ. Kim, KH. Schwalbe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis note addresses the accuracy of the J-estimation equation for shallow-cracked single edge cracked bars, SE(B), as originally proposed by Kirk and Dodds (1993), based on 2D finite element analysis. Our study placed particular emphasis on the sensitivity of the Kirk-Dodds equation to the nature of the material, including continuously-hardening materials and those exhibiting Lüders strain. It was found that the Kirk-Dodds equation provides acceptable results except for specimen bars with very deep cracks such as those with a/W = 0.7 or greater. Accordingly, based on slip line field analysis, a modification of the original equation is suggested, which when used provides consistent results for all crack lengths. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aLimit analysis. =650 \0$aTest standards. =650 \0$aMetals$xTesting. =650 \0$aFinite element analysis. =650 \0$aToughness testing. =650 14$aFinite element analysis. =650 24$aJ-integral. =650 24$aLimit analysis. =650 24$aTest standards. =650 24$aToughness testing. =700 1\$aSchwalbe, KH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12393J.htm =LDR 02978nab a2200577 i 4500 =001 JTE12391J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12391J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12391J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aÖberg, H.,$eauthor. =245 13$aAn Instrumented Microindentation Testing Device /$cH. Öberg, P-L Larsson, O. Magnius. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aAn experimental device for microindentation testing has been designed and constructed. The device can be used together with standard testing machines and allows for continuous recording of indentation loads up to approximately 500 N and indentation depths in the range 1 to 100 µm. Special care has been taken in order to minimize the effects of elastic deformations in the experimental setup as well as deformation of the foundation. To check the reliability as well as the accuracy of the experimental device, microindentation tests, using a standard Vickers indenter, were performed on three well-characterized materials and the experimental results compared with earlier experimental and theoretical findings as well as with presently performed three-dimensional finite element calculations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIndentation load. =650 \0$aMicroindentation. =650 \0$aIndentation depth. =650 \0$aExperimental device. =650 \0$aSteady-state hardness. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aExperimental device. =650 24$aMicroindentation. =650 24$aSteady-state hardness. =650 24$aIndentation depth. =650 24$aIndentation load. =650 24$aThree-dimensional finite element calculations. =700 1\$aLarsson, P-L,$eauthor. =700 1\$aMagnius, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12391J.htm =LDR 03799nab a2200589 i 4500 =001 JTE12389J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12389J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12389J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/63$223 =100 1\$aYang, C.,$eauthor. =245 10$aEvaluation and Adjustments for ASTM D 5656 Standard Test Method for Thick-Adherend Metal Lap-Shear Joints for Determination of the Stress-Strain Behavior of Adhesives in Shear by Tension Loading /$cC. Yang, H. Huang, JS. Tomblin, DW. Oplinger. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAdhesive-bonded joints have been used widely for composite materials as a necessary alternative to conventional mechanical joint designs. In a bonded joint, the load is transferred from one substrate to the other mainly through adhesive shear stress. One of the greatest drawbacks to predicting the mechanical behavior of bonded joints has been the lack of reliable data on the mechanical properties of adhesives. Among many test methods that have been developed to test structural adhesives in thin film geometries, the ASTM D 5656 "thick-adherend lap shear test" is used frequently to determine the shear properties of adhesives while the samples are loaded in tension. Due to the nonuniformity of adhesive shear stress distribution within the joint, through both the bondedline thickness and overlap length, and the measurement method described in the test method, some errors will be introduced if corrections are not made. A finite element analysis was conducted in order to provide a clear picture of the mechanical behavior of the ASTM D 5656 specimen under loading. Based on the results from finite element analysis, the sources of error were analyzed and three correction factors were introduced to recover the adhesive shear modulus of the specimen. Suggestions of mounting the KGR-1 measurement device are also given in order to avoid some of the errors. Because results from linear finite element analysis were used, only adhesive shear modulus within the linear range is discussed in this article. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesive. =650 \0$aKGR-1 device. =650 \0$aAdhesive testing. =650 \0$aAdhesive-bonded joint. =650 \0$aAdhesive shear modulus. =650 \0$aStress-strain curves. =650 \0$aShear modulus. =650 \0$aAdhesives. =650 14$aAdhesive. =650 24$aAdhesive testing. =650 24$aAdhesive shear modulus. =650 24$aKGR-1 device. =650 24$aAdhesive-bonded joint. =650 24$aASTM D 5656. =700 1\$aHuang, H.,$eauthor. =700 1\$aTomblin, JS.,$eauthor. =700 1\$aOplinger, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12389J.htm =LDR 02797nab a2200541 i 4500 =001 JTE12394J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12394J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12394J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1109 =082 04$a676.2824$223 =100 1\$aSrinivasan, R.,$eauthor. =245 12$aA New Method for Testing the Abrasive Properties of Paper and Other Sheet Materials /$cR. Srinivasan, G. Puttaswamygowda. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aManufacturing operations such as die cutting and slitting of sheet materials result in wear of the tooling. A new method for measuring the abrasive properties of paper and other sheet materials is proposed. The method continuously monitors the force required for penetrating a sheet sample as multiple punches are made with a needle. Abrasive wear caused by the sheet sample changes the geometry of the needle, and consequently changes the penetration force. The trend of the force is used as a measure of the abrasivity of the sheet sample. Several sheet paper samples were tested using this method with two different needle geometries. In all cases, the magnitude of the force decreased with an increasing number of punches. The rate of change of force depends on the type of paper and the initial geometry of the needle. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aPaper. =650 \0$aAbrasion. =650 \0$aSheet material. =650 \0$aPaper$xDefects. =650 \0$aPaper$xTesting. =650 \0$aAbrasive Properties. =650 14$aPaper. =650 24$aSheet material. =650 24$aWear. =650 24$aAbrasion. =650 24$aDie wear. =700 1\$aPuttaswamygowda, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12394J.htm =LDR 02882nab a2200529 i 4500 =001 JTE12395J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12395J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12395J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1028.3 =082 04$a371.33$223 =100 1\$aBritton, PW.,$eauthor. =245 10$aMethod-Specific Precision and Bias Relationships Developed from Data Submitted During USEPA Drinking Water Laboratory Performance Evaluation Studies /$cPW. Britton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (34 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThis paper documents the process used by the United States Environmental Protection Agency (USEPA) to estimate the mean and standard deviation of data reported by in-control drinking water laboratories during Water Supply (WS) studies. This process is then applied to the data reported for each specific sample, analyte, and method in ten WS studies, and linear relationships between the mean response and true analyte concentration and between the interlaboratory standard deviation of responses and true analyte concentration are presented. Such relationships can be invaluable as background information for anyone who must conduct an interlaboratory study using the same methods to analyze similar interference-free samples or who must evaluate the analytical quality of such data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnalytical quality. =650 \0$aPerformance evaluation. =650 \0$aInterlaboratory studies. =650 \0$aSurface water. =650 \0$aDrinking water. =650 \0$aWater$xAnalysis. =650 \0$aAnalytical methods. =650 14$aDrinking water analytical methods. =650 24$aInterlaboratory studies. =650 24$aStatistical relationships. =650 24$aAnalytical quality. =650 24$aPerformance evaluation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12395J.htm =LDR 02614nab a2200517 i 4500 =001 JTE12388J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12388J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12388J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/1233$223 =100 1\$aDobeš, F.,$eauthor. =245 10$aSmall Punch Testing in Creep Conditions /$cF. Dobeš, K. Milicka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe creep behavior of low-alloy steel was studied using small punch tests under the action of constant force. Disks with a diameter of 8 mm and a thickness of 0.5 mm were pushed against a die with a bore of 4 mm diameter using a ball of 2.5 mm diameter. The time dependence of the central deflection was registered. The resulting dependence has the sigmoidal shape typical of conventional creep tests but with a very significant primary stage. The conventional constant-stress creep tests were performed for comparison. A simple method for the approximate correlation of the force in punch tests with the stress in conventional creep tests of the same duration is suggested. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmall punch test. =650 \0$aTime to fracture. =650 \0$aLife-fraction rule. =650 \0$aMaterials$xCreep. =650 \0$aStress relaxation (Physics) =650 \0$aViscoelasticity. =650 14$aSmall punch test. =650 24$aConstant-stress creep test. =650 24$aTime to fracture. =650 24$aLife-fraction rule. =700 1\$aMilicka, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12388J.htm =LDR 02410nab a2200469 i 4500 =001 JTE11951 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11951$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11951$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRM862.7 =082 04$a616.07/54$223 =100 1\$aChang, Y-F,$eauthor. =245 10$aUltrasonic Synthetic Aperture Imaging for Correcting the Refraction Artifacts Applied to Angle Beam Immersion Testing /$cY-F Chang, H-I Hsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe ultrasonic angle beam immersion testing is a commonly used ultrasonic nondestructive testing technique for automatically detecting nonhorizontal flaws. Since the physical characteristics of the liquid of the couplant is always largely different from those of the test object, a strong refraction of ultrasound occurs at the interface if the angle of incidence is not normal. This will increase the difficulty of estimating the size and position of the flaw from the image obtained by angle beam immersion testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNon horizontal flaws. =650 \0$aUltrasonic Therapy. =650 \0$aUltrasonic imaging. =650 14$aAngle beam immersion testing. =650 24$aNon horizontal flaws. =650 24$aUltrasonic synthetic aperture imaging. =700 1\$aHsu, H-I,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11951.htm =LDR 02702nab a2200541 i 4500 =001 JTE14017 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14017$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14017$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG380 =082 04$a624/.2$223 =100 1\$aGarza, LG.,$eauthor. =245 12$aA Digital Image Processing Technique for Quantification of Surface Hot-Shortness Cracks /$cLG. Garza, CJ. Van Tyne. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA Digital Image Processing (DIP) technique was used to quantify the hot-shortness cracking in a medium carbon steel with variations in copper content, oxidation temperature, and oxidation time. The DIP method was an automated and easily-implemented technique, which resulted in quantitative measures of the surface cracking as well as a fast and accurate way to compare a large number of samples. The objective of the present paper is to describe the DIP technique that was used in the hot-shortness study. This technique could be applied to other experiments where quantification of surface cracking is desired. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aHot-shortness. =650 \0$aCopper residuals. =650 \0$aDigital image processing. =650 \0$aIron and steel bridges$xInspection$xData processing. =650 \0$aImage processing$xDigital techniques. =650 \0$aOptical data processing. =650 14$aHot-shortness. =650 24$aSteels. =650 24$aDigital image processing. =650 24$aSurface crack quantification. =650 24$aCopper residuals. =700 1\$aVan Tyne, CJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14017.htm =LDR 03317nab a2200613 i 4500 =001 JTE12683 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12683$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12683$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE203 =082 04$a625.735$223 =100 1\$aAiban, SA.,$eauthor. =245 10$aUtilization of Steel Slag Aggregate for Road Bases /$cSA. Aiban. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aIndustrial wastes and byproducts have to be disposed off properly so that their environmental impacts are minimized. Alternatively, some of these materials can be utilized in recycling processes, manufacturing of new products, or as construction materials. This paper presents an effective way of utilizing the steel slag aggregate (SSA), which is a byproduct of the steel manufacturing process, in road construction. A comprehensive study was conducted to characterize SSA and determine the potential for its use in road bases. Testing results indicated that SSA is an environmentally safe product and has physical and chemical properties that make it an excellent candidate for road base construction. Laboratory and field data have shown the superior performance of SSA over the locally available calcareous sediments. The resulting California Bearing Ratio values are doubled and the water sensitivity is much less when using SSA instead of the local calcareous material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLimestone. =650 \0$aRoad base. =650 \0$aCalcareous. =650 \0$aSoil stabilization. =650 \0$aEastern Saudi Arabia. =650 \0$aCalifornia Bearing Ratio. =650 \0$aRoads$zAustralia$zNew South Wales$xDesign and construction. =650 \0$aSlag$zAustralia$zNew South Wales. =650 \0$aWaste products as road materials$zAustralia$zNew South Wales. =650 \0$aRoad materials$zAustralia$zNew South Wales. =650 \0$aIron industry and trade$xBy-products. =650 \0$aSteel industry and trade$xBy-products. =650 14$aSteel slag aggregate (SSA) =650 24$aLimestone. =650 24$aCalcareous. =650 24$aCalifornia Bearing Ratio. =650 24$aRoad base. =650 24$aEastern Saudi Arabia. =650 24$aSoil stabilization. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12683.htm =LDR 03321nab a2200553 i 4500 =001 JTE13112 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE13112$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE13112$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aMasad, E.,$eauthor. =245 10$aEffects of Air Void Size Distribution, Pore Pressure, and Bond Energy on Moisture Damage /$cE. Masad, A. Castelblanco, B. Birgisson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe relationship between hot mix asphalt moisture damage, air void structure, pore pressure, and cohesive and adhesive bond energies was investigated in this study using mixes with two different aggregate types (limestone and granite). Each of the mixes was designed with varying gradations to obtain different air void distributions among specimens. Moisture damage was evaluated using parameters derived based on the principles of fracture mechanics. Air void distribution was analyzed using a probabilistic approach with the assistance of X-ray computed tomography and image analysis techniques. The cohesive and adhesive bond energies of the mix were calculated using experimental measurements of aggregate and asphalt surface energies. Permeability, which controls the ability of the water to infiltrate into and drain out of the mix, was expressed as a function of statistical parameters of the air void distribution. Ranges of air void distributions and permeability were identified for each of the limestone and granite mixes at which moisture damage was maximum. The difference in moisture damage between the granite and limestone mixes was explained based on air void distribution and cohesive and adhesive bond energies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicrostructure. =650 \0$aMoisture damage. =650 \0$aVoid distribution. =650 \0$aEarth dams$xDesign and construction. =650 \0$aStrains and stresses. =650 \0$aFlussdeich. =650 \0$aPorenwasserdruck. =650 \0$aPore pressure. =650 14$aMoisture damage. =650 24$aVoid distribution. =650 24$aMicrostructure. =650 24$aPore pressure. =700 1\$aCastelblanco, A.,$eauthor. =700 1\$aBirgisson, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE13112.htm =LDR 03025nab a2200493 i 4500 =001 JTE12247 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12247$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12247$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aChiu, CT.,$eauthor. =245 12$aA Study on Properties of Foamed-Asphalt-Treated Mixes /$cCT. Chiu, AJN Lewis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aFrom both economical and ecological points of view, cold recycling is much more beneficial than hot recycling. However, due to not only the intrinsic properties of binding mechanisms but also the difficulties of process control, cold recycling did not gain common acceptance in Taiwanese paving industries. For the further development of environment-friendly paving materials and construction processes, this particular study investigated the engineering properties of foamed-asphalt-treated bases in Taiwan. Using a laboratory foaming plant, work was performed on local materials to produce foamed-asphalt-treated cold mixtures. The engineering properties of foamed-asphalt-treated mixes were tested and compared with those of hot recycled mixes. Test results show the benefits of utilizing high percentages (80%) of milled asphalt in foamed asphalt mixes. The optimum asphalt content of foamed asphalt mixes can be reduced from 3.5 to 2.0%, which is less than the mixes consisting of all new aggregate, and the moisture resistance of the mixture is enhanced. Resilience modulus and fatigue data show that foamed-asphalt-treated mixes perform as well as hot recycled mixes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCold recycling. =650 \0$aFoamed asphalt. =650 \0$aLaboratory foaming plant. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aCold recycling. =650 24$aFoamed asphalt. =650 24$aLaboratory foaming plant. =700 1\$aLewis, AJN,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12247.htm =LDR 02847nab a2200541 i 4500 =001 JTE12669 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12669$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12669$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1075 =082 04$a621.8/9$223 =100 1\$aCasari, F.,$eauthor. =245 10$aEffect of Punch Diameter, Grid Dimension, and Lubrication on Forming Limit Diagram /$cF. Casari, M. Tassan, A. Messina, A. Molinari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aA reduced punch Nakazima Formability Testing equipment has been designed in order to get the forming limit diagram (FLD) of metal sheets using presses or testing machines with low load capability. Due to the limiting punch load of 100 kN, a punch diameter of 50 mm was selected; the FLD obtained with this equipment are in agreement with results obtained by means of similar facilities using the same operative conditions (i.e., grid dimension and lubrication) but standard punch diameter (100-110 mm). The influence of grid dimension and lubrication condition on the intercept FLD0 has been evaluated. Particularly, friction coefficients for the lubrication conditions used in the formability test were measured by means of Strip Friction Testing equipment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLubrication. =650 \0$aGrid dimension. =650 \0$aPunch diameter. =650 \0$aForming limit diagram. =650 \0$aLubrication and lubricants$vHandbooks, manuals, etc. =650 \0$aLubrication and lubricants. =650 14$aForming limit diagram. =650 24$aPunch diameter. =650 24$aLubrication. =650 24$aGrid dimension. =700 1\$aTassan, M.,$eauthor. =700 1\$aMessina, A.,$eauthor. =700 1\$aMolinari, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12669.htm =LDR 03146nab a2200541 i 4500 =001 JTE12640 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12640$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12640$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/63$223 =100 1\$aÖchsner, A.,$eauthor. =245 10$aOn the Thick-Adherend Tensile Shear Test of Adhesive Technology—Limitations and Correction Methods /$cA. Öchsner, J. Grácio. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe thick-adherend lap shear test is numerically investigated. It is shown that the adhesive stiffness influences significantly the uniformity of the adhesive stress distribution and the substrate deformation. Both effects determine the validity of the evaluated shear modulus of the adhesive. Two methods for the substrate deformation correction, i.e., a simple method based on Hooke's law, and a method based on a finite element simulation of a reference specimen, are compared. The correction method based on the finite element method reveals not only better results for the substrate deformation correction in comparison with the simple method based on Hooke's law, but also incorporates the non-uniformity of the adhesive stress distribution for higher stiffness of the adhesive in a considerable way. The possible error of this test method on the determination of the adhesive shear modulus is generally quoted as a function of the stiffness ratio between the adhesive and the substrates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesive technology. =650 \0$aStress-strain curves. =650 \0$aFinite element stress analysis. =650 \0$aTensile-shear test. =650 \0$aAdhesive shear properties. =650 14$aAdhesive technology. =650 24$aFinite element stress analysis. =650 24$aTensile-shear test. =650 24$aSubstrate deformation correction. =650 24$aMechanical properties of adhesives. =650 24$aAdhesive shear properties. =650 24$aShear stress-strain curves. =700 1\$aGrácio, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12640.htm =LDR 03304nab a2200625 i 4500 =001 JTE14003 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14003$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14003$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE716.L8 =082 04$a625.8/5$223 =100 1\$aTarefder, RA.,$eauthor. =245 10$aField and Laboratory Properties of Lime-Treated Cold In-Place Recycled Asphalt Pavements /$cRA. Tarefder, M. Zaman, R. Sisson, C-F Ting. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aCold recycling is a technically promising and cost effective method for improving distressed asphalt pavements. Unlike hot-mix recycling, cold recycling lacks extensive field and laboratory performance data. There is no widely accepted cold in-place recycling (CIR) mix design and testing standard available. This study attempts to generate useful field and laboratory data on pavements constructed with CIR mix and technique. Two field case studies are conducted. The testing of field cores and laboratory samples from these two field sites is conducted to address the existing and new methods for design and performance testing of CIR mixes in partial depth pavements. The laboratory tests include physical property testing (e.g., moisture content, gradation, air voids, emulsion, and aggregate properties) and performance-related testing (e.g., resistance to deformation, retained strength, rut, and fatigue). Relative performances of the CIR mixes from the two sites are analyzed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aEmulsion. =650 \0$aAsphalt pavement. =650 \0$aRetained strength. =650 \0$aCold in-place recycling. =650 \0$aPavements, Asphalt concrete$xAdditives$xLouisiana$xTesting. =650 \0$aAsphalt emulsion mixtures$xTesting. =650 \0$aLime$xLouisiana$xTesting. =650 \0$aAsphalt concrete. =650 \0$aFatigue strength. =650 14$aCold in-place recycling. =650 24$aEmulsion. =650 24$aLime. =650 24$aAsphalt pavement. =650 24$aRetained strength. =650 24$aRut. =650 24$aFatigue. =700 1\$aZaman, M.,$eauthor. =700 1\$aSisson, R.,$eauthor. =700 1\$aTing, C-F,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14003.htm =LDR 02424nab a2200565 i 4500 =001 JTE12744 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12744$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12744$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a624.1/892$223 =100 1\$aHirsch, D.,$eauthor. =245 10$aSome Issues Related to the Selection of Polymers for Aerospace Oxygen Systems /$cD. Hirsch, H. Beeson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aMaterials intended for use in aerospace oxygen systems are commonly screened for oxygen compatibility following NASA STD 6001. This standard allows qualification of materials based on results provided by only one test method. Potential issues related to this practice are reviewed and recommendations are proposed that would lead to improved aerospace oxygen systems safety. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSafety. =650 \0$aIgnition. =650 \0$aPolymers. =650 \0$aFlammability. =650 \0$aOxygen systems. =650 \0$aAerospace materials. =650 \0$aPolymers$xIndustrial applications. =650 \0$aAerospace engineering. =650 14$aOxygen systems. =650 24$aPolymers. =650 24$aSafety. =650 24$aIgnition. =650 24$aFlammability. =650 24$aAerospace materials. =700 1\$aBeeson, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12744.htm =LDR 02664nab a2200565 i 4500 =001 JTE12690 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12690$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12690$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aMeged, Y.,$eauthor. =245 10$aOn the Anomaly of Cumulative Erosion and Abrasion-Time Curves /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aErosion and abrasion-time curves of laboratory tests are of various forms. Most of these curves have a typical form, and are considered to be representative of erosion and abrasion phenomena. Other curves are considered anomalous; however, no definite explanations are offered for these irregularities. Analysis of the anomalous curves enables detection of the causes for these anomalies. The main causes detected for curve shape variation are: faulty test equipment, improper test procedure, variation in test specimen structure and properties, and wrong evaluation of test results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aAbrasion. =650 \0$aWeibull plots. =650 \0$aAnomalous curve. =650 \0$aErosive boundary layer. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aErosion. =650 24$aAbrasion. =650 24$aCumulative mass loss-time curve. =650 24$aAnomalous curve. =650 24$aErosive boundary layer. =650 24$aWeibull cumulative distribution function. =650 24$aWeibull plots. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12690.htm =LDR 02702nab a2200565 i 4500 =001 JTE12615 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12615$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12615$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620.1/1299$223 =100 1\$aSrinivasan, MN.,$eauthor. =245 10$aConsolidation of Mechanically Alloyed Titanium Silicide using Polycarbosilane /$cMN. Srinivasan, SN. Aripaka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aStatistical design of experiments was employed to assess the effect of mechanical alloying variables and the chemical binder, allyl hydridopolycarbosilane (AHPCS), percentage on the crystallite size of mechanically alloyed titanium silicide powder, and the microhardness of samples consolidated by chemical bonding. The results indicate that mechanically alloying the powder with higher milling time, higher milling speed, and lower ball-to-powder ratio, and consolidating with 7.5% AHPCS gives a combination of fine nanocrystalline size in the powder and good microhardness in the compact. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicrohardness. =650 \0$aNanostructure. =650 \0$aPolycarbosilane. =650 \0$aCrystallite size. =650 \0$aTitanium silicide. =650 \0$aMechanical alloying. =650 \0$aNanostructured materials. =650 \0$aNanostructure materials. =650 14$aNanostructure. =650 24$aTitanium silicide. =650 24$aMechanical alloying. =650 24$aPolycarbosilane. =650 24$aCrystallite size. =650 24$aMicrohardness. =700 1\$aAripaka, SN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12615.htm =LDR 02694nab a2200529 i 4500 =001 JTE102071 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102071$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102071$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8028$223 =100 1\$aHsieh, Chi-Tai,$eauthor. =245 10$aDevelopment and Preliminary Testing of a Crack Detection Sensor for Crack Velocity Measurement of an Edge-Notched Disk /$cChi-Tai Hsieh, Chein-Lee Wang, Shih-Hui Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn the present study, a crack velocity measuring system is developed based on the electrical method. The proposed crack velocity measuring system and an available crack gage system were attached on opposite sides of an edge-notched granite disk specimen to measure the velocity of crack propagation on each side of the surface crack. Three sensing materials were assessed for their applicability in crack detection. It was found that the sensing materials have a strong effect on the measurement of the crack velocity. Several observations on crack propagation and some aspects of the proposed measuring technique are discussed in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack gage. =650 \0$aCrack velocity. =650 \0$aEdge-notched disk. =650 \0$aCrack detection sensor. =650 \0$aCracking. =650 \0$aFracture tests. =650 14$aCrack gage. =650 24$aCrack detection sensor. =650 24$aCrack velocity. =650 24$aEdge-notched disk. =700 1\$aWang, Chein-Lee,$eauthor. =700 1\$aWang, Shih-Hui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102071.htm =LDR 03820nab a2200589 i 4500 =001 JTE101993 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101993$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101993$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.1/5136$223 =100 1\$aMohammad, Louay N.,$eauthor. =245 10$aEstimation of Subgrade Soils Resilient Modulus from in-situ Devices Test Results /$cLouay N. Mohammad, Munir D. Nazzal, Murad Y. Abu-Farsakh, Khalid Alshibli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aField and laboratory testing programs were conducted to develop resilient modulus prediction models for application in the design and evaluation procedures of pavement structures. The field testing program included conducting several in-situ tests such as Geogauge, Light Falling Weight Deflectometer, and Dynamic Cone Penetrometer (DCP). The laboratory program consisted of performing repeated load triaxial resilient modulus tests, physical properties, and compaction tests on soil samples obtained from tested sections. A total of four subgrade soil types at different moisture-dry unit weight levels were considered. Comprehensive statistical analyses were conducted on the field and laboratory test results. Two sets of models were developed. The first set (direct model) directly relates the laboratory measured resilient modulus values with the results of each of the three in-situ devices, whereas the second set (soil property model) incorporates soil properties in addition to the results of each of the three in-situ devices. A good agreement was observed between the predicted and measured values of the resilient modulus. Furthermore, the results showed that the resilient modulus prediction was enhanced when the soil properties were included as variables within the models. Among the models developed, the DCP-soil property model had the best prediction of resilient modulus followed by the DCP-direct model. The effectiveness of the DCP models were further evaluated during a forensic analysis of pavement section failure in a highway within Louisiana. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeogauge. =650 \0$aPavment design. =650 \0$aSubgrade soils. =650 \0$aPavment evalution. =650 \0$aResilient modulus. =650 \0$aSoils$xTesting. =650 \0$aSoil mechanics. =650 14$aResilient modulus. =650 24$aSubgrade soils. =650 24$aGeogauge. =650 24$aLight falling weight deflectometer. =650 24$aDyanamic cone penetrometer. =650 24$aPavment design. =650 24$aPavment evalution. =700 1\$aNazzal, Munir D.,$eauthor. =700 1\$aAbu-Farsakh, Murad Y.,$eauthor. =700 1\$aAlshibli, Khalid,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101993.htm =LDR 02862nab a2200505 i 4500 =001 JTE101896 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101896$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101896$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5982 =082 04$a620.102$223 =100 1\$aChen, Zhenhua,$eauthor. =245 10$aUltrasonic Imaging Technique of Spot Weld Structure for a High Strength Galvanized Steel Sheet /$cZhenhua Chen, Yaowu Shi, Haiyan Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn this paper, ultrasonic C-scan imagery technique is applied to measure the nugget diameter and image the defects in a spot weld of a high strength galvanized steel sheet. In order to enhance the test precision, the ultrasonic C-scan image is divided into six characteristic color regions and the related A-scan signals are analyzed according to the structural characteristics of the high strength galvanized steel spot weld. The results indicate that the nugget diameter can be measured accurately, and the shape of inner defects of nugget is evaluated based on the C-scan image and the time domain analysis of A-scan signal. The method proposed in the research is not only a comprehensive and visualized method for spot welding evaluation, but also a kind of important auxiliary method for spot weld research since the inner structure of the spot weld can be investigated without devastating it. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDefects. =650 \0$aSpot weld. =650 \0$aUltrasonic C-scan. =650 \0$aUltrasonic transducers$xDesign and construction. =650 \0$aDigital control systems. =650 14$aUltrasonic C-scan. =650 24$aSpot weld. =650 24$aDefects. =700 1\$aShi, Yaowu,$eauthor. =700 1\$aZhao, Haiyan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101896.htm =LDR 02985nab a2200493 i 4500 =001 JTE100980 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100980$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100980$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.H1 =082 04$a546/.2$223 =100 1\$aSenadheera, Thushanthi D. A. A.,$eauthor. =245 10$aImprovements in the Mercury Displacement Method for Measuring Diffusible Hydrogen Contents in Steels /$cThushanthi D. A. A. Senadheera, W. J. D. Shaw. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe mercury displacement method, also known as the eudiometer method, is one of the most widely used, reliable, and low cost techniques of determining hydrogen quantities in steels. This is one of the few direct and simple techniques for measuring diffusible (mobile) hydrogen quantities. It was originally developed for measuring hydrogen pickup in steels as a result of the welding process, ANSI/AWS A 4.3 standard. However, it is often applied in a more general sense to the measurement of mobile hydrogen in steels as picked up from a wide variety of sources. The main limitation in using this technique is one of safety concerns in handling mercury and controlling the mercury fumes that are given off. This paper describes and suggests a number of modifications and improvements that have been developed from experience over the past couple of years. The modifications increase the accuracy and significantly enhanced the level of safety. The system can be run at moderately high temperatures up to 180°C with minimal mercury vapor loss. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEudiometer. =650 \0$aDiffusible hydrogen. =650 \0$aHydrogen measurement. =650 \0$aHydrogen. =650 \0$aNonmetals. =650 14$aHydrogen measurement. =650 24$aDiffusible hydrogen. =650 24$aEudiometer. =700 1\$aShaw, W. J. D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100980.htm =LDR 02734nab a2200517 i 4500 =001 JTE102162 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102162$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102162$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA465 =082 04$a620.1/76$223 =100 1\$aTeimourimanesh, Shahab,$eauthor. =245 10$aEffects of Cycles below the Fatigue Limit on the Life of a High Strength Steel /$cShahab Teimourimanesh, Fred Nilsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe objective of this work was to study the hypothesis of the possible influence of stress ranges below the fatigue limit on the fatigue life of the material. The experiments were conducted on high strength steel (Uddeholm Impax Supreme®, a CrNiMo steel) with tension-tension periodic blocks under stress control. The fatigue limit of the steel for tension-tension was determined by the staircase method. The programmed loading contained one repeated sequence of two ranges of stress cycles, above and below the fatigue limit. One-sided t-testing showed that it cannot be concluded that there is a significant influence of the range of stress below the fatigue limit on the fatigue life of the material, although a slight beneficial effect was indicated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue life. =650 \0$aFatigue limit. =650 \0$aHypothesis testing. =650 \0$aHigh strength steel. =650 \0$aSteel$xFracture. =650 \0$aSteel$xHeat treatment. =650 14$aFatigue life. =650 24$aFatigue limit. =650 24$aHigh strength steel. =650 24$aHypothesis testing. =700 1\$aNilsson, Fred,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102162.htm =LDR 03511nab a2200565 i 4500 =001 JTE102114 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102114$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102114$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a625.85$223 =100 1\$aWang, Weibiao,$eauthor. =245 10$aMethod of Compaction has Significant Effects on Stress-Strain Behavior of Hydraulic Asphalt Concrete /$cWeibiao Wang, Kaare Höeg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aFour different laboratory compaction methods, i.e., the Marshall, vibration, static, and gyratory methods, were used to study the effects of type of compaction method on the triaxial stress-strain behavior of asphalt concrete. The behavior was compared to that of asphalt concrete compacted in the field by a vibratory roller. Although the asphalt concrete specimens were all made of the same mix and compacted to approximately the same density (air voids), the resulting stress-strain curves were very different. The secant modulus up to 1 % axial strain for the gyratory compacted specimens was six times that of the field compacted specimen, and the axial strain of the field specimen at failure was six times that of the gyratory specimen. The reason is that, although the asphalt concrete density is the same for the different specimens, the aggregate particle arrangement and interlocking (skeleton structure) after compaction are very dependent upon the method of compaction used. For field quality control, common practice is to compare the behavior of field compacted specimens to specifications based on laboratory specimens. Therefore, it is important to use laboratory compaction methods that yield specimens with behavior similar to that resulting from roller compaction in the field. Two such methods are proposed, a modified Marshall method and a special compaction method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt core. =650 \0$aEmbankment dam. =650 \0$aAsphalt specimen. =650 \0$aField compaction. =650 \0$aLaboratory compaction. =650 \0$aStress-strain behavior. =650 \0$aRoad materials. =650 \0$aAsphalt mixtures. =650 14$aLaboratory compaction. =650 24$aField compaction. =650 24$aAsphalt specimen. =650 24$aStress-strain behavior. =650 24$aAsphalt core. =650 24$aEmbankment dam. =700 1\$aHöeg, Kaare,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102114.htm =LDR 02895nab a2200505 i 4500 =001 JTE101675 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101675$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101675$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQB209 =082 04$a529$223 =100 1\$aMichaelis, Ron,$eauthor. =245 10$aHigh-Rate Time-Dependent Displacement Gage for HE Field Tests /$cRon Michaelis, Ido Anteby, Erez Gal, Oren Sadot, Gabi Ben-Dor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA dynamic gage, capable of continuously measuring high-rate displacements of structures, has been developed and tested by the research team of the Protective Technologies Research & Development Center (PTR&DC) of the Faculty of Engineering Sciences of the Ben-Gurion University of the Negev. The gage, which was originally developed in order to monitor the time-dependent displacements of concrete slabs subjected to explosion-generated blast wave impacts, can be used to monitor the displacement of any structure that is exposed to high-rate dynamic loads. The displacement gage is based on a torsion tube, twisted by a long flexure element that is connected to the measured point or structure. The twist of the torsion tube is monitored by strain gages. The displacement gage was tested in the impact pendulum laboratory of the PTR&DC, and will be used in high explosive (HE) field tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic displacement gage. =650 \0$aTime-dependent displacement gage. =650 \0$aBlast measurements. =650 14$aTime-dependent displacement gage. =650 24$aDynamic displacement gage. =650 24$aBlast measurements. =700 1\$aAnteby, Ido,$eauthor. =700 1\$aGal, Erez,$eauthor. =700 1\$aSadot, Oren,$eauthor. =700 1\$aBen-Dor, Gabi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101675.htm =LDR 03628nab a2200529 i 4500 =001 JTE102056 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102056$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102056$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPZ7.R8139 =082 04$a616.07/572$223 =100 1\$aAlvarez, Allex E.,$eauthor. =245 10$aConnected Air Voids Content in Permeable Friction Course Mixtures /$cAllex E. Alvarez, Amy Epps Martin, Cindy Estakhri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aCurrent hot mix asphalt (HMA) mix design procedures used to determine the optimum asphalt content for permeable or porous friction course (PFC) mixtures are based primarily on total air void (AV) content. Durability and functionality of PFC mixtures are also related to the total AV content. However, the connected AV content (defined as the proportion of AV that form connected pathways for air and water transport through PFC mixtures) may provide more insight into the mixture structure in terms of the AV content directly associated with functionality and durability properties and constitute an alternative parameter to conduct PFC mix design and evaluation. This study evaluated two laboratory methodologies (vacuum and dimensional analysis) for determining water-accessible AV content and two types of analysis to compute interconnected AV content based on X-ray Computed Tomography (X-ray CT) and image analysis techniques. Although both the interconnected AV content and water-accessible AV content constitute determinations of connected AV content, different nomenclature was used to differentiate the origin of the calculation. Dimensional analysis with application of vacuum and X-ray CT and image analysis with inclusion of surface AV are recommended for determining water-accessible AV content and interconnected AV content, respectively. Future work should focus on investigating the use of connected AV content as an alternative parameter to integrate in mix design and laboratory and computational evaluation of PFC mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVolumetric properties. =650 \0$aTotal air voids content. =650 \0$aRadiography, Medical. =650 \0$aX-rays. =650 14$aPermeable friction course. =650 24$aOpen-graded friction course. =650 24$aConnected air voids content. =650 24$aTotal air voids content. =650 24$aX-ray computed tomography. =650 24$aVolumetric properties. =700 1\$aEpps Martin, Amy,$eauthor. =700 1\$aEstakhri, Cindy,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102056.htm =LDR 03885nab a2201033 i 4500 =001 JTE101649 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101649$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101649$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSH452 =082 04$a688.7/912$223 =100 1\$aQuinn, George D.,$eauthor. =245 10$aFlexural Strength of Ceramic and Glass Rods /$cGeorge D. Quinn, Brian T. Sparenberg, Philip Koshy, Lewis K. Ives, Said Jahanmir, Dwayne D. Arola. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b55 =520 3\$aFlexural testing is the most common method used to measure the uniaxial tensile strength of ceramics and glasses. Although standard test methods have been developed for rectangular specimens, cylindrical rod specimens may be preferred in many cases. This paper summarizes how rods have been tested in the past, identifies key experimental errors and remedies, and serves as the foundation for a new standard test method for ceramics and glasses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGlass. =650 \0$aErrors. =650 \0$aCradles. =650 \0$aCeramics. =650 \0$aStandard. =650 \0$aStrain gage. =650 \0$aWedging error. =650 \0$aContact cracks. =650 \0$aFriction error. =650 \0$aSilicon nitride. =650 \0$aLarge deflection. =650 \0$aWrong span error. =650 \0$aBrittle materials. =650 \0$aFlexural strength. =650 \0$aPoor articulation. =650 \0$aFour-point loading. =650 \0$aWeibull statistics. =650 \0$aThree-point loading. =650 \0$aCylindrical specimens. =650 \0$aConcentrated load error. =650 \0$aEccentric loading error. =650 \0$aInitial curvature error. =650 \0$aFishing rods. =650 \0$aRods. =650 14$aASTM C-1684. =650 24$aCeramics. =650 24$aCradles. =650 24$aGlass. =650 24$aFlexural strength. =650 24$aThree-point loading. =650 24$aFour-point loading. =650 24$aBrittle materials. =650 24$aStandard. =650 24$aRods. =650 24$aCylindrical specimens. =650 24$aErrors. =650 24$aSilicon nitride. =650 24$aStrain gage. =650 24$aWeibull statistics. =650 24$aWedging error. =650 24$aConcentrated load error. =650 24$aFriction error. =650 24$aLarge deflection. =650 24$aContact cracks. =650 24$aInitial curvature error. =650 24$aEccentric loading error. =650 24$aWrong span error. =650 24$aPoor articulation. =650 24$aContact point tangency shift error. =700 1\$aSparenberg, Brian T.,$eauthor. =700 1\$aKoshy, Philip,$eauthor. =700 1\$aIves, Lewis K.,$eauthor. =700 1\$aJahanmir, Said,$eauthor. =700 1\$aArola, Dwayne D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101649.htm =LDR 02524nab a2200481 i 4500 =001 JTE102137 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102137$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102137$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD75.9 =082 04$a338.9/0068$223 =100 1\$aChang, Che-Wei,$eauthor. =245 10$aDeveloping a Project Evaluation and Testing Model to Assess Stable Photovoltaic Slicing Machine /$cChe-Wei Chang, Cheng-Ru Wu, Huang-Chu Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis study discusses and develops a project selection model for the purchase of diamond cutting machines for 12-in. photovoltaic silicon wafer slicing based on an analytical network process and preference by similarity to ideal solution (ANP-TOPSIS) method. Simultaneously, process capability indices are presented to test and verify the feasibility and effectiveness of the proposed method. The proposed method can help decision makers to establish a project evaluation and testing mode to affect and choose the best mode for diamond cutting machines of photovoltaic wafer slicing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProject evaluation. =650 \0$aPhotovoltaic Slicing Machine. =650 14$aProject evaluation. =650 24$aPhotovoltaic silicon wafer slicing. =650 24$aANP-TOPSIS. =650 24$aProcess capability indices. =700 1\$aWu, Cheng-Ru,$eauthor. =700 1\$aChen, Huang-Chu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102137.htm =LDR 04494nab a2200541 i 4500 =001 JTE102183 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102183$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102183$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aH47477 =082 04$a813/.54$223 =100 1\$aZhu, Xian-Kui,$eauthor. =245 10$aRevised Incremental J-Integral Equations for ASTM E1820 Using the Crack Mouth Opening Displacement /$cXian-Kui Zhu, James A. Joyce. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe incremental J-integral equations used in ASTM E1820 were developed utilizing the work input to the test specimen, and utilize the load versus load-point/line displacement (LLD) data obtained from the fracture test. The analysis of Ernst [Fracture Machanics: Thirteenth Conference, ASTM STP 743] was then used to obtain crack growth corrected estimates of the J-integral as needed for an accurate J-R curve evaluation. For the compact type specimens, the crack mouth opening displacement (CMOD) gage was moved to the load line so that an adequate estimate of LLD could be obtained from the clip gage and utilized for compliance-based crack extension and incremental J-integral estimates. For the single edge-notched bend [SE(B)] specimens, however, it has been necessary to measure both CMOD for compliance-based crack length estimates and LLD for the crack growth corrected J-integral calculations. Additional experimental complexity and expense are thus added. ASTM E1820 includes a "basic" procedure which allows evaluating the J-integral using CMOD without crack growth corrections if the result is used only for evaluation of initiation toughness. Recently, Annex A16 based on work of Wallin and Laukkanen [Engineering Fracture Mechanics, Volume 71, 2004, pp. 1601-1614] has been added to ASTM E1820 that presents a multiple-step procedure to obtain a crack growth corrected J-R curve from the basic method data. A more direct approach was proposed recently by Zhu [Journal of ASTM International, Volume 5, No. 5, 2008, paper ID: JAI 101532] using an incremental procedure to obtain the desired, crack growth corrected J-R curve from the CMOD data of SE(B) specimens with two geometry factors ?CMOD and ?CMOD similar to the parameters presently used in the existing LLD-based J-integral analysis. Using fracture toughness test data for SE(B) specimens, detailed comparisons and discussions are made between the proposed method and the ASTM E1820 CMOD methods in determination of J-R curves for HY80 steels. As the basis of comparison, the "accurate" solutions obtained from the standard LLD-based incremental J-integral method are provided for all specimens considered. The difference between the CMOD and LLD methods are then quantified. The results show that the proposed CMOD incremental J-integral equations are simple and effective, and thus are recommended here for use in ASTM E1820 for testing J-R curves and for reducing test costs and complexity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-R curve. =650 \0$aSE(B) specimen. =650 \0$aFracture toughness. =650 \0$aJ-integral equation. =650 \0$aFractures. =650 \0$aFracture testing. =650 14$aFracture testing. =650 24$aFracture toughness. =650 24$aJ-R curve. =650 24$aJ-integral equation. =650 24$aCMOD. =650 24$aSE(B) specimen. =700 1\$aJoyce, James A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102183.htm =LDR 02667nab a2200481 i 4500 =001 JTE101914 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101914$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101914$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1800 =082 04$a621.36/92$223 =100 1\$aSargent, R.,$eauthor. =245 10$aMeasurement of Board Temperatures during Kiln Drying Using Fiber Optic Sensors /$cR. Sargent. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aFiber optic temperature sensors were investigated as an alternative to thermocouples for measuring the temperature inside pieces of timber during kiln drying. Fiber optic sensors were thought to have some advantages over thermocouples in standard hot air drying, and this increased measurement accuracy would be beneficial for validating the Scion single-board drying model. The fiber optic sensors showed some improvement over the thermocouples, mainly in not conducting heat into the board from the kiln atmosphere. Overall the two types of sensors behaved similarly, and both showed quite different behavior to predictions from the single-board drying model. Due to their higher cost and fragility, the fiber optic sensors are not recommended for applications such as this, where thermocouples could be used instead. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFiber optic. =650 \0$aWood drying. =650 \0$aTemperature measurement. =650 \0$aFiber optics. =650 \0$aTechnology Engineering$xFiber Optics. =650 14$aFiber optic. =650 24$aTemperature measurement. =650 24$aWood drying. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101914.htm =LDR 02096nab a2200493 i 4500 =001 JTE10559J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10559J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10559J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aGross, B.,$eauthor. =245 10$aMode I Stress Intensity Factors for Round Compact Specimens /$cB. Gross. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aMode I stress intensity factors KI were computed for round compact specimens by the boundary collocation method. Results are presented for ratios At/R0 in the range 0.3 to 0.8, where At is the distance from the specimen center to the crack tip for a specimen of diameter 2R0. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aFractures (materials) =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aElastic-plastic fracture. =650 14$aStresses. =650 24$aStrains. =650 24$aFractures (materials) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10559J.htm =LDR 02673nab a2200505 i 4500 =001 JTE10561J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10561J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10561J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aNielsen, J.,$eauthor. =245 10$aAcoustic Emission of Plain Concrete /$cJ. Nielsen, DF. Griffin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aWhen a specimen of engineering material is subjected to external loads, stress waves known as acoustic emissions are induced. A unique characteristic of many engineering materials that emit acoustical energy is that upon reloading the specimen does not emit acoustical energy until the magnitude of loading exceeds the prior maximum loading. This investigation was undertaken to determine if this characteristic could be used to disclose the loading history of plain portland cement concrete. The test results show that the unique characteristic is very temporary and therefore cannot be used to determine the prior maximum loading on a concrete specimen. Within a matter of hours concrete subjected to loading within its elastic limit recovers, and acoustical energy may again be released by reloading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcretes. =650 \0$aPortland cements. =650 \0$aAcoustic properties. =650 \0$aPortland cements concrete. =650 \0$aConcrete. =650 \0$aAsphalt concrete. =650 14$aAcoustic properties. =650 24$aConcretes. =650 24$aPortland cements. =700 1\$aGriffin, DF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10561J.htm =LDR 03177nab a2200673 i 4500 =001 JTE10556J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10556J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10556J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/692$223 =100 1\$aDasGupta, A.,$eauthor. =245 10$aDelayed Yielding of a Plane Stress Viscoelastic Dugdale Model /$cA. DasGupta, HF. Brinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe purpose of this investigation is to characterize the delayed yielding and fracture phenomena in a viscoelastic ductile polymer where crack growth is associated with the formation and growth of a plastic zone at the tip of the crack. This investigation deals with the time before catastrophic failure occurs in front of the crack tip. The bulk material is considered viscoelastic as well as rate dependent and is modeled by a modified Bingham model used by Brinson. The yielded material in the crazed region is modeled by the viscoelastic-plastic model of Crochét. Our theoretical solution has been adapted to a plane stress polycarbonate Dugdale model to facilitate a simple experimental verification. Such results could be useful in predicting lifetime, reliability, and failure criteria in structural members made from viscoelastic-plastic materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aCrazing. =650 \0$aDelayed time. =650 \0$aDisplacement. =650 \0$aPlane stress. =650 \0$aPlastic zone. =650 \0$aYield strength. =650 \0$aViscoelasticity. =650 \0$aPlastic properties. =650 \0$aFractures (materials) =650 \0$aCreep properties. =650 \0$aMachinery. =650 \0$aMetals$xPlastic properties. =650 14$aYield strength. =650 24$aViscoelasticity. =650 24$aFractures (materials) =650 24$aPlastic properties. =650 24$aPlastic zone. =650 24$aPlane stress. =650 24$aCrazing. =650 24$aDisplacement. =650 24$aCreep. =650 24$aDelayed time. =700 1\$aBrinson, HF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10556J.htm =LDR 02618nab a2200589 i 4500 =001 JTE10560J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10560J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10560J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN697.A47 =082 04$a669.722$223 =100 1\$aHolt, M.,$eauthor. =245 10$aCreep-Rupture Properties of Aluminum Alloy A356-T61 /$cM. Holt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aPermanent-mold test bars of aluminum alloy A356.0-T61 were subjected to elevated-temperature tensile tests and isothermal constant-load stress-rupture tests (for lives up to 10 000 h), under the aegis of the Metal Properties Council. Rupture strength and secondary creep rate data were analyzed by the successive plotting of isotemperature and isotime curves and by the Larson-Miller procedure. A reasonable base for setting allowable stress values for design codes has been developed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aStress-rupture. =650 \0$aAluminum alloys. =650 \0$aCreep properties. =650 \0$aAluminum castings. =650 \0$aMetal Properties Council. =650 \0$aAluminum. =650 \0$aMaterial characterization. =650 \0$aAluminum$xMetallurgy. =650 14$aAluminum alloys. =650 24$aCreep properties. =650 24$aStresses. =650 24$aAluminum castings. =650 24$aAlloy A356-T61. =650 24$aStress-rupture. =650 24$aElevated-temperature tensile properties. =650 24$aMetal Properties Council. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10560J.htm =LDR 03244nab a2200589 i 4500 =001 JTE10554J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10554J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10554J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 =082 04$a620.1/1292$223 =100 1\$aFulop, S.,$eauthor. =245 12$aA Servo-Controlled Hydraulic Hot-Torsion Machine for Hot Working Studies /$cS. Fulop, KC. Cadien, MJ. Luton, HJ. McQueen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aA closed loop servo-controlled hydraulic hot-torsion testing machine is described that is capable of applying a maximum of 100 revolutions of twist at velocities up to 15 revolutions/s with a maximum torque of 110 N.m. When a test specimen measuring 25 by 6 mm is used, these factors correspond to a maximum surface strain of 80, a shear strain rate of 12 s-1, and a shear stress of 1800 MPa. The motor displacement is programmed with the aid of a digital function generator and either torque or rotary displacement may be used for feedback control. The test pieces are held between a hydraulic motor and a fixed torque cell by superalloy loading members mounted in self-aligning chucks. They are heated by a radiant furnace and are enclosed in a transparent quartz tube that is flushed with argon during testing. By flooding the tube with water at the completion of a test, the specimen may be quenched to permit the study of the microstructures developed during hot deformation as well as the effect of various holding times on the deformation structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWorkability. =650 \0$aHot workability. =650 \0$aHigh strain rate. =650 \0$aHigh temperature tests. =650 \0$aDynamic recrystallization. =650 \0$aTorsion tests. =650 \0$aTorsion. =650 \0$aHot-Torsion Machine. =650 14$aHigh temperature tests. =650 24$aTorsion tests. =650 24$aWorkability. =650 24$aDynamic recrystallization. =650 24$aHigh strain rate. =650 24$aHot workability. =700 1\$aCadien, KC.,$eauthor. =700 1\$aLuton, MJ.,$eauthor. =700 1\$aMcQueen, HJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10554J.htm =LDR 02998nab a2200685 i 4500 =001 JTE10558J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10558J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10558J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aEhrenburg, DO.,$eauthor. =245 10$aPlastic Flow and Fracture Under Triaxial Loading /$cDO. Ehrenburg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe purpose of this paper is to develop an algebraic frame of reference for testing under triaxial loading. In the case of moderate confining pressures, certain parameters may be assumed to remain constant, which makes it possible to describe the behavior of a test specimen in terms of relatively simple mathematical equations. In the case of higher confining pressures, the paper is limited to indicating general trends and observing that several parameters approach recognizable limiting values. In the light of these limits, it is possible to predict the behavior of materials under the combined effect of extremely high confining pressure and high temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPressure. =650 \0$aStrength. =650 \0$aYield range. =650 \0$aActive state. =650 \0$aPassive state. =650 \0$aElastic strain. =650 \0$aPlastic strain. =650 \0$aTriaxial tests. =650 \0$aTangent modulus. =650 \0$aConfining pressure. =650 \0$aFractures (materials) =650 \0$aFracture. =650 \0$aFracture mechanics. =650 \0$aElastic-plastic fracture. =650 14$aTriaxial tests. =650 24$aPressure. =650 24$aFractures (materials) =650 24$aStrength. =650 24$aElastic strain. =650 24$aPlastic strain. =650 24$aYield range. =650 24$aTangent modulus. =650 24$aActive state. =650 24$aPassive state. =650 24$aConfining pressure. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10558J.htm =LDR 03226nab a2200577 i 4500 =001 JTE10557J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10557J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10557J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aMills, WJ.,$eauthor. =245 12$aA Technique for Measuring Load-Line Displacements of Compact Ductile Fracture Toughness Specimens at Elevated Temperatures /$cWJ. Mills, LA. James, JA. Williams. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA test method developed for measuring load-line displacements in compact ductile fracture toughness (JIc) specimens at elevated temperatures was used to characterize the elastic-plastic (J integral) fracture response of Inconel® X-750 at 75°F (24°C) and ASME SA-387 Grade C steel at 75°F (24°C) and 600°F (316°C). This technique employs a rigid fixture, attached directly to the test specimen, which translates the load-line displacements outside the loading clevises where the displacements are monitored by two linear variable differential transformers (LVDT) inside the elevated temperature environment. To evaluate the proposed displacement measuring technique, displacements and values of J determined by the LVDT method were compared with those determined by the conventional clip gage method. The data obtained from the two displacement measuring techniques were in agreement. In addition, LVDT-determined displacements within the linear-elastic regime were consistent with theoretical displacements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ integral. =650 \0$aDisplacement. =650 \0$aFractures (materials) =650 \0$aHigh temperature tests. =650 \0$aLoad-line displacement. =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aFractures (materials) =650 24$aHigh temperature tests. =650 24$aDisplacement. =650 24$aJ integral. =650 24$aLoad-line displacement. =650 24$aElevated temperature fracture toughness testing. =700 1\$aJames, LA.,$eauthor. =700 1\$aWilliams, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10557J.htm =LDR 03463nab a2200805 i 4500 =001 JTE10562J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10562J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10562J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE153 =082 04$a625.7$223 =100 1\$aShrive, NG.,$eauthor. =245 12$aA Study of Durability in Temperature Cycles and Water Resistance of Sulfur Concretes and Mortars /$cNG. Shrive, JE. Gillott, IJ. Jordaan, RE. Loov. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe durability of sulfur concretes and mortars in expected-use environments is considered.The effects of temperature cycling and immersion in water are considered separately, and the effects of temperature, specimen size, and mold material on the strength of these materials are also discussed.The problem of biological attack is not considered.Immersion in water of specimens containing swelling clays can cause disintegration of sulfur concretes and mortars in a short time.Attempts to solve the problem caused by the presence of swelling clay are described.Partial success was obtained.The results of independent tests on the effects of water and temperature cycling should be considered before the result of freezethaw tests on sulfur concretes and mortars are interpreted.Erratum to this paper appear in 6(2) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aWater. =650 \0$aSulfur. =650 \0$aThermal. =650 \0$aStrength. =650 \0$aConcretes. =650 \0$aAggregates. =650 \0$aDurability. =650 \0$aTemperature. =650 \0$aForm (molds) =650 \0$aWater resistance. =650 \0$aMortars (material) =650 \0$aMechanical strength. =650 \0$aFreeze-thaw durability. =650 \0$aFreeze-thaw. =650 \0$aConcrete. =650 \0$aResistance. =650 14$aSulfur. =650 24$aConcretes. =650 24$aMortars (material) =650 24$aStrength. =650 24$aMechanical strength. =650 24$aSize. =650 24$aForm (molds) =650 24$aAggregates. =650 24$aDurability. =650 24$aTests. =650 24$aThermal. =650 24$aTemperature. =650 24$aWater. =650 24$aWater resistance. =650 24$aFreeze-thaw durability. =700 1\$aGillott, JE.,$eauthor. =700 1\$aJordaan, IJ.,$eauthor. =700 1\$aLoov, RE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10562J.htm =LDR 02769nab a2200493 i 4500 =001 JTE10555J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10555J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10555J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRK527 =082 04$a617.6/43$223 =100 1\$aTheocaris, PS.,$eauthor. =245 10$aThree-Point Bending at Large Deflections /$cPS. Theocaris, SA. Paipetis, S. Paolinelis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aA complete investigation of three-point bending at large deflections was attempted with the view of applying it as a test method for the determination of the effective modulus of elasticity of materials. A general solution of the problem was attempted by considering friction forces at the supports, axial forces along the beams tested at large deflections, and the effect of finite depth. The solution was carried out for homogeneous, perfectly elastic materials with equal tensile and compressive moduli under the assumption that plane sections remain plane at large deflections and that no appreciable effect of shear or stress concentrations at the position of load application exists. The effect of roller supports of finite radius was also considered. The results obtained by the present theory provide sufficient data for the design of a bending test under any given conditions or accuracy required. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModulus of elasticity. =650 \0$aBending. =650 \0$aDeflection. =650 \0$aThree-Point Bending. =650 14$aBending. =650 24$aDeflection. =650 24$aModulus of elasticity. =700 1\$aPaipetis, SA.,$eauthor. =700 1\$aPaolinelis, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10555J.htm =LDR 02578nab a2200493 i 4500 =001 JTE10563J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10563J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10563J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aAdepegba, D.,$eauthor. =245 10$aRandom Axial Loading of Short Reinforced Laterized Concrete Columns /$cD. Adepegba. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThe response to random loading of short reinforced laterized concrete columns was investigated by testing, under three cycles of loading and unloading, three columns cast from 1:2:4, 1:1½:3, and 1:1:2 mixes by weight and reinforced with four 12.7-mm (½-in.) diameter mild steel rods. The results obtained from the test showed that randomly loaded columns are capable of withstanding higher compressive stresses (80 to 95% cube strength) before failure than similar columns loaded to failure in one cycle. An attempt was made to discuss the inherent differences between the transformed section theory assumed for an "elastic" concrete component of a composite column and the theory applicable to a "viscoelastic" concrete, which laterized concrete approximates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcretes. =650 \0$aLaterites. =650 \0$aLoads (forces) =650 \0$aPortland cements. =650 \0$aConcrete. =650 \0$aAsphalt concrete. =650 14$aConcretes. =650 24$aLaterites. =650 24$aLoads (forces) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10563J.htm =LDR 03295nab a2200565 i 4500 =001 JTE102361 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102361$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102361$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLD5655.V855 =082 04$a677$223 =100 1\$aKown, Eun Sook,$eauthor. =245 12$aA Quantitative Fabric Drape Evaluation System Using Image-Processing Technology, Part 2 :$bEffect of Fabric Properties on Drape Parameters /$cEun Sook Kown, Soon Young Yoon, In. Hwan Sul, Sungmin Kim, Chang Kyu Park. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aA new quantitative fabric drape evaluation method using image-processing technology was published in Part 1 and submitted to the International Organization for Standardization as a revised international standard. In this research, the effects of fabric properties on drape parameters have been examined using the new drape evaluation system to verify the new method. Drape parameters include the number of drape nodes, the amplitude of the drape wave, and drape wavelength, as well as drape ratio (coefficient). The Kawabata Evaluation System (KES) was used to measure the mechanical properties of 60 woven fabric samples. Through correlation analysis, we found that tensile, bending, and shear properties of fabrics are closely related to each drape parameter. Some regression equations were derived to predict the drape ratio, the number of drape nodes, and the wave amplitude from the KES fabric properties. In all regression models, the bending hysteresis (2HB) of a fabric and its combined value with fabric weight (2HB/W) were observed to be the most significant factors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImage analysis. =650 \0$aDrape parameter. =650 \0$aFabric property. =650 \0$aQuantitative evaluation. =650 \0$aFabric drape. =650 \0$aFabrics. =650 14$aQuantitative evaluation. =650 24$aFabric drape. =650 24$aDrape parameter. =650 24$aFabric property. =650 24$aImage analysis. =700 1\$aYoon, Soon Young,$eauthor. =700 1\$aSul, In. Hwan,$eauthor. =700 1\$aKim, Sungmin,$eauthor. =700 1\$aPark, Chang Kyu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102361.htm =LDR 03506nab a2200517 i 4500 =001 JTE102624 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102624$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102624$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a625.7$223 =100 1\$aGumaste, Suchit D.,$eauthor. =245 10$aApplication of Impedance Spectroscopy for Determining Fabric Anisotropy of Fine-Grained Soils /$cSuchit D. Gumaste, D. N. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b50 =520 3\$aEngineering behavior of fine-grained soils is mainly influenced by its fabric structure, which is the arrangement of soil particles and distribution of the pores. For determination of soil fabric, earlier researchers have relied on instrumentation techniques such as scanning electron microscope (SEM) and mercury intrusion porosimetry (MIP). However, due to small sample size, complexities involved with the sample preparation, and destructive nature of these techniques, precise interpretation of the results becomes a challenging task. In order to overcome this, efforts were made by the authors to explore the potential of impedance spectroscopy, which is a non-destructive and non-invasive technique of characterizing the soil mass, for determining its fabric. Details of the methodology adopted to achieve this are presented in this paper, which also elaborates the setup employed to determine the electrical conductivity of the marine clay samples in their undisturbed and remolded states. Further, the observed directional dependency of electrical conductivity, i.e., electrical anisotropy, has been expressed as the anisotropy coefficient, Ae, and its potential in defining the fabric anisotropy has been demonstrated. The results have been critically examined vis-à-vis the observations from the SEM and MIP studies. The study reveals that the higher the deviation of Ae from unity, the higher would the fabric anisotropy be, which is indicative of the fabric of the fine-grained soils. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFabric anisotropy. =650 \0$aElectrical conductivity. =650 \0$aLaboratory investigations. =650 \0$aSoil fabric. =650 \0$aFine-grained soils. =650 14$aFine-grained soils. =650 24$aSoil fabric. =650 24$aElectrical conductivity. =650 24$aFabric anisotropy. =650 24$aLaboratory investigations. =700 1\$aSingh, D. N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102624.htm =LDR 02829nab a2200505 i 4500 =001 JTE102495 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102495$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102495$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHG8850 =082 04$a332.67/2$223 =100 1\$aTsai, Hui-Yin,$eauthor. =245 14$aThe Efficiency Analysis of Life Insurance Company in Taiwan :$bTwo-Stage Data Envelopment Analysis /$cHui-Yin Tsai, An. Siou Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIn this research we use the two-stage data envelopment analysis (DEA) and divide life insurance activities into two stages according to the production characteristics of 11 life insurance companies in Taiwan. The first stage is the operational efficiency, and the second stage is the profitability efficiency. Analysis of the input and output data during the 2005-2006 period was made for 11 life insurance companies in Taiwan. The aim of this analysis was to investigate the relative efficiency of each life insurance company at various stages of production activities. The efficiency of decision processes that can be divided into single stages has been measured for the whole process as well as for each stage separately by using the conventional DEA methodology in order to identify the causes of inefficiency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOperational efficiency. =650 \0$aLife insurance companies. =650 \0$aProfitability efficiency. =650 \0$aLife insurance$xFinance. =650 \0$aInsurance companies$xInvestments. =650 14$aTwo-stage DEA. =650 24$aLife insurance companies. =650 24$aOperational efficiency. =650 24$aProfitability efficiency. =700 1\$aWang, An. Siou,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102495.htm =LDR 03269nab a2200541 i 4500 =001 JTE102386 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102386$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102386$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aJiang, Zhengwu,$eauthor. =245 10$aSize Effects in Flexural Toughness of Fiber Reinforced Concrete /$cZhengwu Jiang, Nemkumar Banthia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe influence of specimen size on measured flexural toughness of fiber reinforced concrete (FRC) remains largely unknown. Towards this end, an experimental program was carried out where flexural toughness tests were performed on specimens of two different sizes using ASTM C1609/C1609M-07 test procedure. Two specimen sizes of 100x100x350 mm3 and 150x150x500 mm3 were tested. A hybrid polymeric fiber at three fiber dosage rates of 3.0, 4.5, and 6.0 kg/m3 was investigated. Results indicate that the specimen size affects not only the toughness properties but also the variability in data as quantified by the coefficient of variation (COV). Size effect was more pronounced in the early part of the load-deflection curve and decreased with an increase in the fiber volume fraction. At a given fiber volume fraction, the COV, moduli of rupture, and post-crack residual strengths were all higher for the specimens of smaller size. Finally, the small size specimens showed a greater deflection hardening than the large size specimens. The last conclusion is significant in that deflection hardening is now often cited as the required performance characteristic of high performance FRC, and this property may depend more on the size of the specimens than on the composite itself. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aStrength. =650 \0$aToughness. =650 \0$aSize effect. =650 \0$aFiber reinforced concrete. =650 \0$aFibrous composites. =650 \0$aComposite materials. =650 14$aTesting. =650 24$aFiber reinforced concrete. =650 24$aToughness. =650 24$aSize effect. =650 24$aStrength. =700 1\$aBanthia, Nemkumar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102386.htm =LDR 03321nab a2200625 i 4500 =001 JTE102488 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102488$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102488$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV6074 =082 04$a363.25/8$223 =100 1\$aMasmoudi, Alima Damak,$eauthor. =245 10$aImplementation of a Fingerprint Recognition System Using LBP Descriptor /$cAlima Damak Masmoudi, Dorra Sellami Masmoudi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aConventional fingerprint recognition systems provide authentication by a direct matching of minutiae points and orientation field. Although several resemblance algorithms have been proposed, reliable automatic fingerprint verification remains a challenge due to the difficulty in alignment for direct matching and the construction of adequate functions for resemblance measurements. In this paper, we propose a solution to the aforementioned problems using a local binary pattern (LBP) descriptor applied to minutiae and orientation fields. The experimental results on the public fingerprint database, Fingerprint Verification Competition (FVC), show high recognition rates. The proposed system was implemented on the platform known as FPGA Virtex-II Xilinix™ (Virtex2p-xc2vp7-FF672) and optimized with respect to hardware resources occupation, based on a co-design methodology. All the proposed algorithms are involved in the design of a mixed software/hardware dedicated system. A classifier based on pulse mode neural networks using floating-point format is proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPowerPC. =650 \0$aMinutiae. =650 \0$aROC curve. =650 \0$aPulse mode. =650 \0$aGabor filter. =650 \0$aOrientation field. =650 \0$aFPGA implementation. =650 \0$aFingerprint recognition. =650 \0$aFingerprints. =650 \0$aFingerprints$xData processing. =650 14$aPulse mode. =650 24$aFingerprint recognition. =650 24$aOrientation field. =650 24$aMinutiae. =650 24$aGabor filter. =650 24$aROC curve. =650 24$aLBP. =650 24$aPowerPC. =650 24$aFPGA implementation. =700 1\$aMasmoudi, Dorra Sellami,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102488.htm =LDR 03847nab a2200601 i 4500 =001 JTE102417 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102417$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102417$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aLee, S. Joon,$eauthor. =245 10$aNondestructive Fatigue Damage Analysis of a Thin Asphalt Concrete Course Using the Wavelet Correlation Method /$cS. Joon Lee, Youngguk Seo, Y. Richard Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aStress wave analysis is employed herein as a nondestructive monitoring tool to assess the level of fatigue damage in a thin asphalt concrete (AC) overlay. A frequency-dependent cross-correlation procedure is developed to specify a stress wave at a desired frequency by using a wavelet kernel. This procedure is referred to as the wavelet correlation method (WCM). Once synthetic surface waves are constructed and subjected to simulated disturbances, such as structural damage or nearby frequencies, their phase velocities are computed using the WCM with over 96 % accuracy. The generated stress waves are periodically processed, while laboratory hot-mix asphalt pavements are trafficked by the third-scale model mobile loading simulator. The dispersion curves are then analyzed to validate that a wave of 16 kHz travels mainly within a 40~60 mm thickness of a surface layer. Fatigue damage levels are quantified at intervals by the phase velocity that represents the AC elastic modulus. Microdamage healing of the AC during rest periods is then indexed and corrected by shifting the damage progress profile. Consequently, an early reduction in phase velocity, which is caused by microcracking, can be visually observed in the surface cracking once the phase velocity is reduced to about 50 % of the initial value regardless of pavement density and aggregate gradation. Thus, the WCM allows the optimal timing and scheduling of the preservation construction of a thin AC overlay by indicating the critical microdamage stage immediately prior to the visual evidence of surface cracking. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHealing. =650 \0$aPreservation. =650 \0$aFatigue damage. =650 \0$aWavelet kernel. =650 \0$aDispersion curve. =650 \0$aStress wave analysis. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete. =650 14$aStress wave analysis. =650 24$aThin asphalt concrete overlay. =650 24$aWavelet kernel. =650 24$aWavelet correlation method. =650 24$aDispersion curve. =650 24$aFatigue damage. =650 24$aHealing. =650 24$aPreservation. =700 1\$aSeo, Youngguk,$eauthor. =700 1\$aKim, Y. Richard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102417.htm =LDR 02608nab a2200505 i 4500 =001 JTE102493 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102493$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102493$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA353.C64 =082 04$a515/.355$223 =100 1\$aTsai, Hui-Yin,$eauthor. =245 14$aThe Information Value Applying to the Newsboy Model with the Cutoff Transaction Size /$cHui-Yin Tsai, Chin-Tsai Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aIn this investigation, we adopt the perspective of a retailer and incorporate information flow between a retailer and customers. Meanwhile, the retailer can gain for the complete information about the state of customers' demand from the exporter and pay them in order to make correct decisions and obtain more profits. Hence, precise expressions are derived for the expected total profit with incomplete and complete information of demand to measure the value of information. Moreover, we determine an optimal order-up-to level S and a cutoff transaction size q systematically. Finally, the numerical example is given to illustrate the result derived. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcave function. =650 \0$aValue of information. =650 \0$aCutoff transaction size. =650 \0$aConcave functions. =650 \0$aNewsboy model. =650 14$aValue of information. =650 24$aCutoff transaction size. =650 24$aNewsboy model. =650 24$aConcave function. =700 1\$aLin, Chin-Tsai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102493.htm =LDR 03631nab a2200649 i 4500 =001 JTE102623 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102623$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102623$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1071 =082 04$a621.8/22$223 =100 1\$aXintao, Xia,$eauthor. =245 10$aGray Chaos Evaluation Model for Prediction of Rolling Bearing Friction Torque /$cXia Xintao, Lv. Taomei, Meng Fannian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThe gray chaos evaluation model composed of the gray relation method, the adding-weight one-rank local-region method, and the gray bootstrap fusion method is proposed to predict the time series of the rolling bearing friction torque under the condition of an unknown probability distribution. First, the optimum embedding dimension and the optimum delay time for the phase space reconstruction are synchronously calculated with the gray relation method. Second, the forecasting values at different embedding dimensions and time delays, respectively, near the optimum embedding dimension and the optimum delay time are obtained via the adding-weight one-rank local-region method, the chaos forecasting method for short. Lastly, the true value and the variation domain are deduced by the gray bootstrap fusion method. It is found that the rolling bearing friction torque possesses chaotic characteristics. The experimental investigation on the friction torque of the rolling bearing for space applications shows that the gray chaos evaluation model can effectively assess the predicted true value, with more reliable predicted results than can be achieved by the chaos forecasting method, and can perfectly estimate the predicted variation domain at the 99.7 % confidence level without any prior information on the probability distribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBootstrap. =650 \0$aEvaluation. =650 \0$aPrediction. =650 \0$aGray system. =650 \0$aChaotic system. =650 \0$aFriction torque. =650 \0$aRolling bearing. =650 \0$aNonlinear theory. =650 \0$aInformation fusion. =650 \0$aBall-bearings. =650 \0$aRoller bearings. =650 14$aRolling bearing. =650 24$aFriction torque. =650 24$aEvaluation. =650 24$aPrediction. =650 24$aNonlinear theory. =650 24$aGray system. =650 24$aChaotic system. =650 24$aBootstrap. =650 24$aInformation fusion. =700 1\$aTaomei, Lv.,$eauthor. =700 1\$aFannian, Meng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102623.htm =LDR 03108nab a2200529 i 4500 =001 JTE102210 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102210$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102210$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521 =082 04$a631.3$223 =100 1\$aWang, S. H.,$eauthor. =245 10$aDynamics of a Newly Developed Hydraulic Step Wave Generator /$cS. H. Wang, T. T. Tsung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis study presents a hydraulic step wave generator using a spool valve that is used to evaluate the dynamic characteristics of hydraulic components at low frequencies. The hydraulic step wave generator generated a hydraulic step wave with short rise time by suddenly opening a wide passage between the high- and low-pressure chambers. The pressure transient of the fluid of the low-pressure chamber in the generator was effectively restricted by its extremely small volume. Additionally, the reference pressure transducer was installed next to an input port of a test hydraulic component so that the reference transducer and the test component simultaneously received the same signals. Generator performance was evaluated at different pressures and volumes of the high-pressure chamber in the time domain. The experimental results show that the minimum rise time of the pressure transient is about 0.1 ms, which is shorter than that of current hydraulic wave generators. Hence, the generator could function as excitation for testing the dynamic characteristics of hydraulic components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpool valve. =650 \0$aPressure transient. =650 \0$aHydraulic components. =650 \0$aDynamic characteristics. =650 \0$aHydraulic machinery. =650 \0$aHydraulic control$xComputer simuulation. =650 14$aHydraulic step wave generator. =650 24$aSpool valve. =650 24$aDynamic characteristics. =650 24$aHydraulic components. =650 24$aPressure transient. =700 1\$aTsung, T. T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102210.htm =LDR 03798nab a2200469 i 4500 =001 JTE102636 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102636$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102636$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA403.8 =082 04$a624.1/8$223 =100 1\$aPilkington, B.,$eauthor. =245 10$aIn Situ Thermal Conductivity Measurements of Building Materials with a Thermal Probe /$cB. Pilkington, S. Goodhew, P. deWilde. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aTransient line source measurements have been employed in various industries, e.g., plastics, foodstuffs, and refractory bricks, to measure thermal conductivity and sometimes thermal diffusivity. Measurements have traditionally been carried out in carefully controlled thermal environments. In pursuance of better data to inform energy efficiency calculations for building envelopes, a transient line source using thermal probe technology is assessed for in situ measurements, where materials may be subject to varied moisture content under diverse environmental conditions. A robust stand alone field apparatus has been developed. Laboratory based measurements have been undertaken, and results are reported for agar immobilized water and polytetrafluoroethylene, as well as aerated concrete and oak at specific moisture contents. The field apparatus was used to measure in situ the thermal properties of walls in real buildings, one of aerated concrete and one of mass earth construction. A new and simplified method of identifying appropriate analysis time windows has been developed, which allows an assessment of confidence levels in thermal conductivity results. Thermal diffusivity results were discounted as the effects of contact resistance between the probe and sample could not be differentiated from the heat capacity effects of the sample material. Valid thermal conductivity results were achieved for reference materials containing moisture and in situ measurements. The in situ thermal conductivity values were shown to be at significant variance with design values. Consistent thermal conductivity results were achieved for common building materials above 0.15 W.m -1.K-1, and indicative results were achieved for values below this despite measurements being taken under varying environmental conditions. The principal cause of error in the measurement of materials with higher thermal resistance was identified. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTransient line source. =650 \0$aBuilding materials. =650 14$aTransient line source. =650 24$aThermal conductivity probe. =650 24$aBuilding materials. =700 1\$aGoodhew, S.,$eauthor. =700 1\$adeWilde, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102636.htm =LDR 03243nab a2200529 i 4500 =001 JTE102635 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102635$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102635$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPQ2637.A274 =082 04$a843.91$223 =100 1\$aChang, Kuang-Tsung,$eauthor. =245 10$aEvaluation of the Stiffness and Volumetric Behaviors of Medium Dense Sand under Principal Stress Rotations /$cKuang-Tsung Chang, Louis Ge, Stein Sture. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aEffects of principal stress rotations are important features of granular materials. Experimental data obtained in directional shear cell experiments for dense sand are re-analyzed and re-evaluated in terms of distortional (shear+deviatoric responses) and volumetric behaviors. Principal stress rotations in loading cause greater initial contraction but greater dilation in further shear deformation. In particular, principal stress rotations in unloading cause relatively greater contraction. The mechanisms of principal stress rotation effects on sand behavior are illustrated and interpreted. Rotations of principal stresses can mobilize more sand particles in various orientations facilitating particle rearrangement. Therefore, principal stress rotations cause greater contraction if sand tends to contract under shear but greater dilation if sand tends to dilate under shear. Loading and unloading with significant principal stress rotations are common stress states for underground soils during non-proportional foundation loading, excavation, and tunneling. The effects of principal stress rotations on the volumetric behavior of sands are important phenomena when analyzing settlements in the field involving these geotechnical problems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnisotropy. =650 \0$aStress path. =650 \0$aSpecial shear test. =650 \0$aSand. =650 \0$aPlane strain. =650 14$aAnisotropy. =650 24$aPlane strain. =650 24$aSand. =650 24$aSpecial shear test. =650 24$aStress path. =700 1\$aGe, Louis,$eauthor. =700 1\$aSture, Stein,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102635.htm =LDR 03785nab a2200553 i 4500 =001 JTE102444 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102444$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102444$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.P55 =082 04$a677/.473$223 =100 1\$aIanneo, J. C.,$eauthor. =245 10$aDetermination of ?-Caprolactam Concentration in Water and a White Wine Simulant during Simulated Transport and Storage of Lidded Cups /$cJ. C. Ianneo, J. W. Brown, K. Vorst, J. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aUnder normal sealing and storage conditions, nylon-6, poly (caprolactam)-based plastic laminates may release impurities to packaged foods and liquids, and the application of heat for cooking often increases the rate of migration. Epsilon-caprolactam is one of the main contaminates found to migrate from a nylon-6 poly (caprolactam) plastic film. The objectives of this study were to determine the effects of solvent, transportation, and storage time on the concentration of ?-caprolactam from a nylon-6-based lidding material in water or a white wine substitute (12 % ethanol) in poly (propylene) cups lidded with a nylon-6-based film. Cups were filled, sealed, packaged, stacked, and exposed to a simulated 3-day cross-country shipment. Cups were sampled with or without simulated shipment after 0, 7, 14, or 28 days at 20.6°C. Epsilon-caprolactam was determined using a gas chromatograph (GC) equipped with flame ionization detector and Restek Rtx 1301 megabore column. Results of the study indicated release of ?-caprolactam into containers at the time of sealing with significantly higher levels (4.42 ppm average) occurring in 12 % ethanol versus water (0.01 ppm average). After the cups were sealed, neither simulated cross-country shipment nor storage increased levels of ?-caprolactam in either solvent. It is not understood how the alcohol, whether as liquid or vapor, interacted with the lidding material to increase ?-caprolactam release at the time of sealing. No delamination of the poly (propylene) layer of the lidding material was observed when cups were sealed. Future research needs to be conducted to study the effects of alcohol, alcohol vapor, sealing time, and temperature on potential ?-caprolactam release. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEthanol. =650 \0$aLidding. =650 \0$aNylon-6. =650 \0$aFood safety. =650 \0$aNylon. =650 \0$aPlastic. =650 14$aNylon-6. =650 24$aLidding. =650 24$aPlastic. =650 24$aFood safety. =650 24$aEthanol. =700 1\$aBrown, J. W.,$eauthor. =700 1\$aVorst, K.,$eauthor. =700 1\$aSingh, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102444.htm =LDR 03159nab a2200553 i 4500 =001 JTE101942 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101942$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101942$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1891 =082 04$a678$223 =100 1\$aMostafa, A.,$eauthor. =245 10$aRubber-Filler Interactions and Its Effect in Rheological and Mechanical Properties of Filled Compounds /$cA. Mostafa, A. Abouel-Kasem, M. R. Bayoumi, M. G. El-Sebaie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b56 =520 3\$aThis paper will set out a brief review of the needs, early development, and current status of the nature of the interactions between rubber matrix and particulate filler and the intrinsic effect on mechanical and rheological behavior of filled vulcanizates. Fillers are commonly added to commercial elastomers for reasons of economy and also to favourably modify properties such as stiffness, tensile strength, heat distortion, mouldability, and other important properties, such as impact properties and elongation to break. The behavior of elastomers reinforcing with certain fillers like carbon black or high-structure silica need to be understood deeply to clarify the rubber-filler interaction and its effect on rheological and mechanical properties of filled rubber compounds. In this paper the nature of interaction between the elastomer and filler particles, the types of reinforcing fillers, the effect of its size and structure, the reinforcing concepts, and the mechanical properties of filled rubber are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRheology. =650 \0$aBound rubber. =650 \0$aFilled rubber compound. =650 \0$aReinforcement mechanism. =650 \0$aRubber. =650 \0$aVulcanization. =650 14$aFilled rubber compound. =650 24$aRheology. =650 24$aRubber-filler interactions. =650 24$aBound rubber. =650 24$aReinforcement mechanism. =700 1\$aAbouel-Kasem, A.,$eauthor. =700 1\$aBayoumi, M. R.,$eauthor. =700 1\$aEl-Sebaie, M. G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101942.htm =LDR 03169nab a2200529 i 4500 =001 JTE102706 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102706$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102706$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ810 =082 04$a338.4/7$223 =100 1\$aLin, Chin-Tsai,$eauthor. =245 10$aEstablishing an Evaluation Model for Emerging Industry Credit Ability for the Banking Sector /$cChin-Tsai Lin, Yi-Shan Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThe banking industry plays an intermediary role in the entire range of economic activities in which institutions use their own credit to absorb idle funds from governments, enterprises, families, and individuals, lend funds to those in need, and inject funds into production and non-production activities in order to boost overall economic development. In this paper, we propose an evaluation model for emerging industry credit ability. First, we present an evaluation framework using the modified Delphi method. Next, the relative weights of evaluation criteria are determined using the analytic hierarchy process (AHP) model. Thereafter, a case study is presented for demonstrating the proposed evaluation model. Using the AHP-based decision-making method to construct an evaluation model can serve as a valuable reference for decision-makers or bank administrators for evaluating emerging industry credit ability, thereby enabling them to identify firms for bank loans risk management, which involves irrecoverable loans or credits. Therefore, the model will be highly applicable for academic and commercial purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBank loans. =650 \0$aCredit ability. =650 \0$aModified Delphi method. =650 \0$aSolar energy. =650 \0$aSolar energy industry. =650 14$aBank loans. =650 24$aCredit ability. =650 24$aSolar energy industry. =650 24$aModified Delphi method. =650 24$aAnalytic hierarchic process (AHP) =650 24$aMulti-criteria decision making (MCDM) =700 1\$aChen, Yi-Shan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102706.htm =LDR 03225nab a2200505 i 4500 =001 JTE102732 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102732$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102732$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHB74.M3 =082 04$a330/.0151$223 =100 1\$aWu, Cheng-Ru,$eauthor. =245 10$aDecision Model for Global Manufacturing and Operating Flexibility :$bReal Options Approach /$cCheng-Ru Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThis study develops the batch production model of single firm, N sale points, single goods, and adding transport cost of N sale points, which choose one production from N production location (N countries, respectively), and applies the real options approach (ROA) to determine the value of locating production in N countries. A closed-form solution of the optimal transfer threshold value and expected arrival time concerning the firm's decisions to transfer production location by the ROA and net present value (NPV) method and the continuous-time model optimization problem are derived. Moreover, we get the parameters of how to reciprocally influence optimal transfer threshold values among N countries. Next, given the values of 88-piece parameters in the research model, we can get optimal transfer threshold values from country-0 to country-1, country-2, and country-3, respectively, and more important insights such as that real exchange rate volatility influences expected arrival time for a firm that decides to transfer the production location by the ROA and NPV and the optimal transfer threshold value for a firm that decides to transfer the production location by the ROA. We give an example to explain how to operate this model, and a useful summary of insights is provided for global operation managers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReal options. =650 \0$aExchange rates. =650 \0$aProduction strategy. =650 \0$aOptimization. =650 \0$aGlobal operation. =650 14$aGlobal operation. =650 24$aOptimization. =650 24$aProduction strategy. =650 24$aExchange rates. =650 24$aReal options. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102732.htm =LDR 02502nab a2200577 i 4500 =001 JTE12455J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12455J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12455J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN23 =082 04$a550.5$223 =100 1\$aWickstrom, SN.,$eauthor. =245 10$aMeasurements of Dynamic Young's Modulus in Short Specimens with the PUCOT /$cSN. Wickstrom, A. Wolfenden. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe piezoelectric ultrasonic composite oscillator technique (PUCOT) was used at frequencies in the range 40 to 150 kHz to measure dynamic Young's modulus for short-length single crystals of copper at temperatures in the range 25 to 650°C and for poly-crystalline copper at room temperature. Corrections to the modulus for variations in l/d (length/diameter) resulted in no loss of precision due to wave velocity dispersion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aFrequency. =650 \0$aTemperature. =650 \0$aDynamic modulus. =650 \0$aSingle crystals. =650 \0$aCopper$xElectrometallurgy. =650 \0$aZinc$xElectrometallurgy. =650 \0$aUltrasonics. =650 \0$aElectrolytes. =650 14$aDynamic modulus. =650 24$aCopper. =650 24$aSingle crystals. =650 24$aUltrasonics. =650 24$aFrequency. =650 24$aTemperature. =700 1\$aWolfenden, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12455J.htm =LDR 02785nab a2200541 i 4500 =001 JTE12449J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12449J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12449J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA354.5 =082 04$a620.1126$223 =100 1\$aSharpe, WN.,$eauthor. =245 10$aDynamic K Measurements in Three-Point-Bend Specimens /$cWN. Sharpe, JM. Shapiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe displacement across the tip of a crack in a three-point-bend specimen loaded in a drop tower was measured with inplane laser interferometry. The equivalent displacement was measured in a statically loaded specimen; the two measurements were combined to produce a dynamic load-time plot. This result is used to compute the stress intensiy factor, K, under dynamic loading. It is compared with an equivalent plot obtained from foil gages at the quarter-points of the specimen. The K based on near-tip measurements is initially higher than the one based on the far-field loads, but the two records agree after approximately 0.5 ms. This transition time, before which inertial and wave propagation effects are important, is in close agreement with recent predictions by others. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHY-100 steel. =650 \0$aInterferometry. =650 \0$aDynamic testing. =650 \0$aPenetration mechanics. =650 \0$aDeformations (Mechanics) =650 \0$aStructural dynamics. =650 \0$aMaterials$xDynamic testing. =650 14$aDynamic testing. =650 24$aCTOD. =650 24$aInterferometry. =650 24$aHY-100 steel. =650 24$aDynamic fracture toughness. =700 1\$aShapiro, JM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12449J.htm =LDR 03041nab a2200613 i 4500 =001 JTE12451J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12451J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12451J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.A5 =082 04$a669/.722$223 =100 1\$aPompetzki, MA.,$eauthor. =245 10$aEffect of Compressive Underloads and Tensile Overloads on Fatigue Damage Accumulation in 2024-T351 Aluminum /$cMA. Pompetzki, TH. Topper, DL. DuQuesnay, MT. Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aIntermittent compressive underload and tensile overload tests were carried out on smooth specimens to determine the effect of large stress cycles on the fatigue damage of subsequent small cycles. A load interaction damage model, using a power-law relationship based on crack closure and damage concepts, accurately predicted the test results. The interaction damage was described by assuming that small fatigue cracks in smooth specimens have similar behavior to long cracks. The results indicate that small cycles below the constant amplitude fatigue limit can contribute significantly to damage accumulation, and that conservative damage summations can be made using a modified reference curve based on constant amplitude tests with a minimum stress on the order of the monotonic yield stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aFatigue. =650 \0$aOverload. =650 \0$aUnderload. =650 \0$aCrack closure. =650 \0$aLoad interaction. =650 \0$aAluminum alloys$xFracture. =650 \0$aAluminum alloys$xMetallography. =650 \0$aAluminium. =650 14$aFatigue. =650 24$aDamage. =650 24$aCrack closure. =650 24$aVariable amplitude loading. =650 24$aUnderload. =650 24$aOverload. =650 24$aLoad interaction. =700 1\$aTopper, TH.,$eauthor. =700 1\$aDuQuesnay, DL.,$eauthor. =700 1\$aYu, MT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12451J.htm =LDR 02328nab a2200541 i 4500 =001 JTE12448J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12448J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12448J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.11233$223 =100 1\$aLeung, C-P,$eauthor. =245 10$aEstimation of the Ct Parameter :$bExperimental Implications /$cC-P Leung, DL. McDowell, A. Saxena. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis paper examines the evaluation and interpretation of the Ct parameter that has been proposed for correlating crack growth under non-steady-state creep conditions. The study has been carried out by finite element analysis of the commonly used compact-type fracture specimen with stationary cracks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aCreep crack growth. =650 \0$aFracture mechanics. =650 \0$aMaterials at high temperatures. =650 \0$aMaterials$xCreep. =650 14$aCreep. =650 24$aCreep crack growth. =650 24$aCt parameter. =650 24$aC* parameter. =650 24$aFracture mechanics. =650 24$aNonlinear fracture mechanics. =700 1\$aMcDowell, DL.,$eauthor. =700 1\$aSaxena, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12448J.htm =LDR 02487nab a2200589 i 4500 =001 JTE12450J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12450J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12450J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a628.1/5$223 =100 1\$aRagab, AR.,$eauthor. =245 10$aWeathering Effects on Some Mechanical Properties of Polyvinyl Chloride Pipes /$cAR. Ragab, H. Alawi, E. Addassi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aPolyvinyl chloride (PVC) pipes have been naturally weathered for periods up to two years. Tests on unnotched and notched tensile specimens and full pipe lengths of these weathered pipes reveal effects of outdoor exposure on their strength and fracture behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDegradation of PVC. =650 \0$aBurst pressure test. =650 \0$aFracture of PVC pipe. =650 \0$aNotch sensitivity ratio. =650 \0$aPolyvinyl chloride pipe. =650 \0$aPipe, Plastic$xTesting. =650 \0$aPolyvinyl chloride. =650 \0$aWater-pipes$xTesting. =650 \0$aWeathering. =650 14$aPolyvinyl chloride pipe. =650 24$aNatural weathering of PVC. =650 24$aDegradation of PVC. =650 24$aFracture of PVC pipe. =650 24$aNotch sensitivity ratio. =650 24$aBurst pressure test. =700 1\$aAlawi, H.,$eauthor. =700 1\$aAddassi, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12450J.htm =LDR 02650nab a2200577 i 4500 =001 JTE12453J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12453J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12453J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE203 =082 04$a671.2$223 =100 1\$aNoguchi, T.,$eauthor. =245 10$aBending Strength of Gray Cast Iron /$cT. Noguchi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aAn experimental and theoretical study was made on the influence of the dimensions and geometry of cross sections on the bending strength of gray cast iron. The experiments revealed that the bending strength varies with specimen height, with higher bending strengths being recorded for smaller heights. This is explained by a region under the beam surface where the stress exceeds the tensile strength of the material. This overstressed depth is about 3 mm in 20 to 30 mm high beams and smaller in thinner beams. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlexure test. =650 \0$aGray cast iron. =650 \0$aSize dependence. =650 \0$aBending strength. =650 \0$aStress-strain curve. =650 \0$aIron and steel bridges$xTexas$xDesign and construction. =650 \0$aBending stresses. =650 \0$aIron and steel bridges$xDesign and construction. =650 \0$aPlate girders$xFatigue. =650 \0$aFatigue strength. =650 14$aGray cast iron. =650 24$aBending strength. =650 24$aFlexure test. =650 24$aStress-strain curve. =650 24$aSize dependence. =650 24$aSection geometry dependence. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12453J.htm =LDR 03407nab a2200637 i 4500 =001 JTE12452J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12452J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12452J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA465 =082 04$a620.1/76$223 =100 1\$aHaggag, FM.,$eauthor. =245 14$aThe Use of Miniaturized Tests to Predict Flow Properties and Estimate Fracture Toughness in Deformed Steel Plates /$cFM. Haggag, WL. Server, GE. Lucas, GR. Odette, JW. Sheckherd. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aPrediction of failure in a structure requires knowledge of the mechanical properties of the materials involved. In the case of serious accidents, such as derailments of railroad tank cars carrying hazardous materials, prediction of failure in damaged components is impeded by difficulties in determining the deformed material fracture toughness, the cracks induced by the accident, and the stress state in the damaged region. This paper addresses the problem of determining fracture toughness. Miniaturized shear punch tests on virgin, strained, and deformed steel plates (typical of railroad tank car construction) were conducted over a wide range of test temperatures. These data were compared with tensile properties measurements on identical materials. The use of these data coupled with micromechanical models of fracture allows estimation of the deformed material fracture toughness. Comparisons of the predicted fracture toughness with actual measurements are made. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTearing modulus. =650 \0$aShear punch test. =650 \0$aMiniaturized tests. =650 \0$aBall indentation test. =650 \0$aDeformed steel plates. =650 \0$aMechanical properties. =650 \0$aSteel$xFracture. =650 \0$aSteel$xHeat treatment. =650 \0$aFracture Toughness. =650 14$aMiniaturized tests. =650 24$aShear punch test. =650 24$aBall indentation test. =650 24$aMechanical properties. =650 24$aFracture toughness. =650 24$aInstrumented precracked Charpy. =650 24$aTearing modulus. =650 24$aDeformed steel plates. =700 1\$aServer, WL.,$eauthor. =700 1\$aLucas, GE.,$eauthor. =700 1\$aOdette, GR.,$eauthor. =700 1\$aSheckherd, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12452J.htm =LDR 02971nab a2200625 i 4500 =001 JTE12454J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12454J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12454J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRS201.S57 =082 04$a615/.19$223 =100 1\$aDas, SK.,$eauthor. =245 13$aAn Appraisal of Hydration Characteristics of Dead Burnt Dolomite Grains /$cSK. Das, A. Ghosh, PK. Das, G. Banerjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aFive different Indian dolomites are densified by the process of two-stage sintering at 1923 K (1650°C). Hydration of the dead burnt dolomite by all three test methods is found to be strongly influenced by the bulk density and grain size of the dolomite. In spite of wide variations in test conditions, equivalent disintegrating actions have been identified by varying test duration. In all three test methods the distintegration of doloma grain during hydration has been found to be related to the generation of Ca(OH)2. Selective hydration of CaO has been confirmed by SEM study. Results on the disintegration characteristics, bulk density, and rehydration behavior of the hydrated doloma grain are also presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGrain size. =650 \0$aWeight loss. =650 \0$aDensification. =650 \0$aDisintegration. =650 \0$aMicrostructure. =650 \0$aTwo-stage calcination. =650 \0$aHydration. =650 \0$aDead burnt dolomite. =650 \0$aHydration resistance. =650 14$aDead burnt dolomite. =650 24$aTwo-stage calcination. =650 24$aDensification. =650 24$aGrain size. =650 24$aHydration resistance. =650 24$aDisintegration. =650 24$aWeight loss. =650 24$aMicrostructure. =700 1\$aGhosh, A.,$eauthor. =700 1\$aDas, PK.,$eauthor. =700 1\$aBanerjee, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12454J.htm =LDR 02148nab a2200541 i 4500 =001 JTE12446J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12446J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12446J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a629.47$223 =100 1\$aWert, MJ.,$eauthor. =245 10$aApplicability of Modified J as a Fracture Parameter for Polycarbonate /$cMJ. Wert, A. Saxena, HA. Ernst. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThe applicability of modified J-integral, JM, as a fracture parameter for plain and impact-modified polycarbonate was examined.Specific issues were:. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModified J. =650 \0$aPolycarbonate. =650 \0$aElastoplasticity. =650 \0$aFracture mechanics. =650 \0$aCrack propagation. =650 \0$aFatigue (Materials) =650 \0$aJ integral. =650 14$aPolycarbonate. =650 24$aFracture mechanics. =650 24$aJ integral. =650 24$aModified J. =700 1\$aSaxena, A.,$eauthor. =700 1\$aErnst, HA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12446J.htm =LDR 02830nab a2200553 i 4500 =001 JTE12447J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12447J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12447J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA407 =082 04$a620.1/123$223 =100 1\$aSmith, DJ.,$eauthor. =245 14$aThe Linearity of Clip Gages Used in Fracture Mechanics Tests /$cDJ. Smith, JR. Gordon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe measurement of displacement in fracture toughness tests is generally accomplished using clip gages. This paper describes an experimental study to examine the performance of a number of clip gages. It is shown that double cantilever clip gages exhibit a non-linear response. The degree of non-linearity is shown to vary with temperature. In relation to fracture mechanics test methods it is demonstrated that in some instances relaxation of the test standards is required to-encompass the gage performance. Where data can be stored digitally, the non-linear response can be accounted for using a third-order polynomial calibration. An analytical study shows that the non-linearity is inherent for the large displacements often incurred in fracture mechanics tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClip gage. =650 \0$aFracture mechanics. =650 \0$aFracture toughness. =650 \0$aDisplacement transducer. =650 \0$aStrains and stresses. =650 \0$aPhotoelasticity. =650 \0$aStrain gages. =650 \0$aMechanische Spannung. =650 14$aFracture mechanics. =650 24$aDisplacement transducer. =650 24$aClip gage. =650 24$aFracture toughness. =650 24$aCrack tip opening displacement. =700 1\$aGordon, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12447J.htm =LDR 02748nab a2200565 i 4500 =001 JTE10586J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10586J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10586J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE662 =082 04$a666.893$223 =100 1\$aMowbray, DF.,$eauthor. =245 12$aA Hydrostatic Stress-Sensitive Relationship for Fatigue Under Biaxial Stress Conditions /$cDF. Mowbray. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aFailure criteria for elastic- and plastic-strain controlled fatigue under biaxial loading are proposed. The criterion for elastic strain is defined in terms of the equivalent strain from the distortion energy theory and that for the plastic part as the corresponding equivalent plastic strain, but modified to include a function of the hydrostatic stress component. These criteria are incorporated into the derivation of a relationship for fatigue life in terms of the principal strain amplitude, analogous to a conventional form for uniaxial loading. An analysis of some limited available data from the literature shows the potential predictive capability of the relationship. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aBiaxial stresses. =650 \0$aFatigue strength. =650 \0$aFatigue ductility. =650 \0$aFatigue (materials) =650 \0$aBiaxial stress. =650 \0$aConcrete$xTesting. =650 \0$aPavements$xMaintenance and repair. =650 14$aFatigue (materials) =650 24$aBiaxial stresses. =650 24$aStrains. =650 24$aStresses. =650 24$aFatigue strength. =650 24$aFatigue ductility. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10586J.htm =LDR 03011nab a2200577 i 4500 =001 JTE10588J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10588J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10588J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126015118$223 =100 1\$aDonald, JK.,$eauthor. =245 10$aComputer-Controlled Stress Intensity Gradient Technique for High Rate Fatigue Crack Growth Testing /$cJK. Donald, DW. Schmidt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAn automated test system utilizing a computer for data acquisition and machine control was used to obtain crack growth rate data from 2.5 x 10-8 to 2.5 x 10-6 m/cycle (1 x 10-6 to 1 x 10-4 in./cycle) on a compact type specimen. The crack length was monitored continuously by using the elastic compliance technique, enabling the stress intensity K to be increased according to the equation ?K = ?K exp [C(a - a0)] (where a0 and a are the initial and instantaneous crack lengths and C is a test variable). Crack growth data were obtained on a Ni-Cr-Mo-V rotor steel by using both different, programmed K gradients and the more conventional constant-load-amplitude method where the stress intensity increases as a function of increasing crack length. Excellent agreement was observed between the two test procedures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aComputers. =650 \0$aCompliance. =650 \0$aK gradient. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aMaterials$xFatigue. =650 \0$aQuality Control, Reliability, Safety and Risk. =650 \0$aStatistics for Engineering, Physics, Computer Science, Chemistry & Geosciences. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aStresses. =650 24$aK gradient. =650 24$aComputers. =650 24$aCompliance. =700 1\$aSchmidt, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10588J.htm =LDR 02752nab a2200565 i 4500 =001 JTE10592J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10592J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10592J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.15.S56 =082 04$a621.3815/2$223 =100 1\$aDeininger, WD.,$eauthor. =245 10$aInfrared Techniques for the Evaluation of Silicon Carbide Heat-Exchanger Tubing /$cWD. Deininger, DS. Kupperman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe potential application of infrared techniques to detect flaws and measure heat transport in silicon carbide heat-exchanger tubing is discussed. Axial heat-flow patterns were monitored with a commercially available infrared camera. Computer modeling was used to help establish the relationship between temperature distributions and the various thermal parameters. The experimental data and computer-modeling predictions were in fair agreement. These tests indicated that thermography may be a useful nondestructive-evaluation technique for rapid assessment of thermal-heat-transport properties in silicon carbide heat-exchanger tubing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermography. =650 \0$aHeat transport. =650 \0$aHeat exchangers. =650 \0$aSilicon carbides. =650 \0$aInfrared analysis. =650 \0$aNondestructive evaluation. =650 \0$aSilicon carbide. =650 \0$aSemiconductors. =650 14$aSilicon carbides. =650 24$aInfrared analysis. =650 24$aHeat exchangers. =650 24$aNondestructive evaluation. =650 24$aThermography. =650 24$aHeat transport. =700 1\$aKupperman, DS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10592J.htm =LDR 02728nab a2200505 i 4500 =001 JTE10590J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10590J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10590J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aLeslie, WC.,$eauthor. =245 10$aLong-Time Creep-Rupture Tests of Aluminum Alloys /$cWC. Leslie, JW. Jones, HR. Voorhees. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aCreep-rupture characteristics of aluminum alloys 1100-0, 1100-H14, 5454-0, 5454-H34, and 6061-T651 were determined in the temperature range 93 to 731°C in tests of up to 64 000 h duration. The steady-state creep rates of 1100-0 and 5454-0 alloys are described precisely by a simple power relation that could not be applied to 1100-H14, 5454-H34, and 6061-T651 alloys because their microstructures changed at elevated temperatures. The Larson-Miller extrapolation technique yielded accurate predictions of the long-term rupture strength of 1100-0 and 5454-0 alloys but was not well suited for predicting the long-term rupture strength of aluminum alloys whose microstructures changed during testing. The rupture strength of notched specimens was always greater than that of similar smooth specimens at the same nominal stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aAluminum alloys. =650 \0$aCreep rupture tests. =650 \0$aAluminumalloys. =650 \0$aMetals$xHeat treatment. =650 14$aAluminum alloys. =650 24$aCreep rupture tests. =650 24$aStresses. =700 1\$aJones, JW.,$eauthor. =700 1\$aVoorhees, HR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10590J.htm =LDR 03630nab a2200493 i 4500 =001 JTE10587J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10587J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10587J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aCharvat, IMH,$eauthor. =245 14$aThe Development of a Closed-Loop, Servo-Hydraulic Test System for Direct Stress Monotonic and Cyclic Crack Propagation Studies Under Biaxial Loading /$cIMH Charvat, GG. Garrett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aA rig with two orthogonal, servo-hydraulic actuators based around a universal testing machine provides a flexible, low-cost biaxial testing facility and has been used to examine the influence of direct biaxial stress on deformation and crack propagation, particularly in high cycle fatigue. In principle, a balanced, horizontal loading axis is supported independently of the specimen, coincident with its axis, on low-stiffness springs to accommodate the vertical movements of the horizontal loading train; vertical and horizontal force variations, including inertial effects, are negligibly small. For 0 to 50 kN equibiaxial fatigue loading on 6-mm steel plate specimens containing center cracks up to 35 mm in length, a frequency response in excess of 20 Hz was obtained from a single 45 litre/min hydraulic pump. The paper discusses problems encountered in design and operation and recommends further improvements. Finite element stress analysis was used to help derive a cruciform geometry specimen adaptable to compressive and through-zero loading with a satisfactory biaxial stress field over the center section. Fatigue tests on mild steel plate indicated the significant role of specimen geometry in biaxial crack growth studies and showed a decrease in crack growth rate in equibiaxial tension compared with uniaxial tests but a substantial increase during Mode II loading (pure shear, or equibiaxial tension-compression). For angled crack studies tensile crack opening displacements during biaxial crack growth result in rotational relative movement of the two loading axes, which obviate the use of fixed axis systems because of imposed constraints. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBiaxial stresses. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aFatigue. =650 \0$aChronic fatigue syndrome. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aBiaxial stresses. =700 1\$aGarrett, GG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10587J.htm =LDR 03064nab a2200637 i 4500 =001 JTE10591J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10591J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10591J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aKrishnadev, MR.,$eauthor. =245 13$aAn Evaluation of the Effect of Low Temperatures on Mechanical Properties of a Commercial Steel to be Used in the Arctic /$cMR. Krishnadev, R. Ghosh, LR. Cutler, JR. Prince, P. Gauvin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe effect of low temperatures on the mechanical behavior of a commercial low-alloy high-strength age-hardenable steel, IN-787, has been evaluated. The results indicate that the steel has remarkably good properties (yield strength, ultimate tensile strength, ductility, notch sensitivity ratio, and high cycle fatigue) in low-temperature environments. The steel retains its good mechanical characteristics even in the aged condition although there is an increase in the yield strength. It has been suggested that it would be useful to include the effect of low temperatures (at least the lowest service temperature) on the mechanical properties of materials in the codes and standards used for selecting steels for use in the Arctic. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aSteels. =650 \0$aDuctility. =650 \0$aPipelines. =650 \0$aTensile properties. =650 \0$aFatigue (materials) =650 \0$aLow temperature tests. =650 \0$aSteel. =650 \0$aSteel$xMetallography. =650 \0$aSteel$xMetallurgy. =650 14$aPipelines. =650 24$aLow temperature tests. =650 24$aSteels. =650 24$aAging. =650 24$aTensile properties. =650 24$aFatigue (materials) =650 24$aDuctility. =700 1\$aGhosh, R.,$eauthor. =700 1\$aCutler, LR.,$eauthor. =700 1\$aPrince, JR.,$eauthor. =700 1\$aGauvin, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10591J.htm =LDR 02654nab a2200553 i 4500 =001 JTE10589J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10589J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10589J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a624.1/7$223 =100 1\$aCrosley, PB.,$eauthor. =245 12$aA Compact Specimen for Plane Strain Crack Arrest Toughness Testing /$cPB. Crosley, EJ. Ripling. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA test method is described for measuring plane strain crack arrest toughness KIa with a compact shaped specimen. The method has a number of advantages over those previously used. Rather than a fatigue crack for initiation, a machine-notched, brittle weld is used, which reduces testing costs. A very stiff loading system consisting of a wedge and bushing assembly allows for much higher ratios of initiation to arrest toughness than those allowed with pin-loaded double-cantilever specimens. The use of large initiation values is expected to allow for larger KIa measurements with modest-sized specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aCompact specimen. =650 \0$aCrack propagation. =650 \0$aCrack arrest toughness. =650 \0$aStrains and stresses. =650 \0$aStructural dynamics. =650 14$aCrack propagation. =650 24$aStrains. =650 24$aStresses. =650 24$aCrack arrest toughness. =650 24$aCompact specimen. =650 24$aCrack line wedge loaded specimen. =700 1\$aRipling, EJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10589J.htm =LDR 02961nab a2200589 i 4500 =001 JTE20130304 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130304$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130304$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aIsmail, Ali A.,$eauthor. =245 10$aOn Studying Partially Accelerated Life Tests Under Progressive Stress /$cAli A. Ismail, A. A. Al-Babtain. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aFor highly reliable products, a progressive stress accelerated life test has been proposed to obtain timely information of the product's lifetime distribution. This article considers a progressive stress partially accelerated life test model when the lifetime of a product under use condition follows Weibull distribution. It is assumed that the progressive stress is directly proportional to time. The statistical properties of the maximum likelihood (ML) estimators of the model parameters such as existence, uniqueness, and invariance are studied. The biases and mean square errors of the maximum likelihood estimators are computed to assess their performances in the presence of the stress method developed in this article through a Monte Carlo simulation study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExistence. =650 \0$aInvariance. =650 \0$aUniqueness. =650 \0$aType-I censoring. =650 \0$aProgressive stress. =650 \0$aExponential distribution. =650 \0$aWeibull distribution. =650 14$aPartially accelerated life tests. =650 24$aProgressive stress. =650 24$aWeibull distribution. =650 24$aExponential distribution. =650 24$aMaximum likelihood estimator. =650 24$aType-I censoring. =650 24$aExistence. =650 24$aUniqueness. =650 24$aInvariance. =700 1\$aAl-Babtain, A. A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130304.htm =LDR 02750nab a2200529 i 4500 =001 JTE20140020 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140020$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140020$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA277 =082 04$a519.5/6$223 =100 1\$aWu, C. H.,$eauthor. =245 10$aEstimating Process Capability Index Cp with Various Sample Types :$bA Practical Implementation /$cC. H. Wu, W. L. Pearn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aProcess precision index Cp has been used widely in the manufacturing industry for measuring process potential and precision. In practice, sample data with various types such as one single random sample, multiple random samples, control chart samples, and samples with gauge measurement errors may be employed to estimate the Cp index for evaluating the process potential capability. If the process is perfectly centered in the specification range, the percentage of process non-conforming (%NC) can be expressed by Cp index. In this paper, a review for estimating and testing of Cp index is presented. Some efficient MATLAB programs and illustrative examples are also provided for each type of sample data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSample types. =650 \0$aCritical value. =650 \0$aHypothesis testing. =650 \0$aLower confidence bound. =650 \0$aProcess capability index. =650 \0$aStatistical hypothesis testing. =650 14$aCritical value. =650 24$aHypothesis testing. =650 24$aLower confidence bound. =650 24$aProcess capability index. =650 24$aSample types. =700 1\$aPearn, W. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140020.htm =LDR 04777nab a2200841 i 4500 =001 JTE20130302 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130302$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130302$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1925 =082 04$a620.1/94$223 =100 1\$aBafna, Sudhir,$eauthor. =245 14$aThe Effect of Temperature on the Tear Behavior of Various Elastomers :$bPart 2-Application Considerations /$cSudhir Bafna. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aPart 1 (Bafna, S. S., "The Effect of Temperature on the Tear Behavior of Various Elastomers," J. Test. Eval., Volume 42, No. 3, 2014, pp. 1-10) of this series discussed the tear behavior per ASTM D624-00 Type B (propagation) and Type C (initiation) for commercial sealing grade butyl, ethylene propylene diamine (EPDM), fluorosilicone (FS), and two fluorocarbon elastomers. Part 2 provides additional insight based on application considerations. The behavior of polychloroprene intended for shock and vibration isolation applications is compared to that of silicone and other elastomers intended for sealing applications (such as O-rings). The trend of tear strength for propagation being higher than or equal to (within measurement error) that for initiation is confirmed. This is shown to be an artifact of the difference in the ASTM D624-00 test specimen geometries. Propagation tear strength/energy values reported in literature are from the "trouser" tear (ASTM D624 Type-T or modification thereof) test, which leads to lower values than Type B. While Type-T is closer in deformation mode to pure tear, Types B and C more closely simulate tear damage in actual hardware. The polychloroprene grade tested is processed using transfer molding and has a much lower viscosity in the uncured state. After cure, its tensile strength is lower than that of all compression molding grades and its tensile elongation is the highest. However, its tear strength is higher than that of the silicone or FS grades tested, consistent with its application requirements. At the higher temperatures, the polychloroprene tear strength is higher than that of all the compression molding grades. A higher level of filler (as manifested by a high specific gravity), along with strain induced crystallization, helps explain this retention of tear properties with temperature. The tear strain at break generally increases with temperature but, if temperature is sufficiently above the glass transition temperature, then the tear strain actually decreases with temperature and thus non-monotonic behavior is observed. The poor tear properties of silicones and FS are confirmed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aButyl. =650 \0$aShock. =650 \0$aEnergy. =650 \0$aO-ring. =650 \0$aRubber. =650 \0$aStrain. =650 \0$aHardness. =650 \0$aIsolator. =650 \0$aSilicone. =650 \0$aStrength. =650 \0$aDurometer. =650 \0$aElastomer. =650 \0$aVibration. =650 \0$aFormulation. =650 \0$aFluorocarbon. =650 \0$aCompression set. =650 \0$aPolychloroprene. =650 \0$aElastomers$vCongresses. =650 14$aTear. =650 24$aASTM D624. =650 24$aStrength. =650 24$aEnergy. =650 24$aStrain. =650 24$aElastomer. =650 24$aRubber. =650 24$aSilicone. =650 24$aPolychloroprene. =650 24$aFluorocarbon. =650 24$aIsolator. =650 24$aVibration. =650 24$aShock. =650 24$aSeal. =650 24$aO-ring. =650 24$aButyl. =650 24$aFormulation. =650 24$aDurometer. =650 24$aHardness. =650 24$aCompression set. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130302.htm =LDR 03657nab a2200517 i 4500 =001 JTE20120098 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120098$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120098$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC411 =082 04$a535/.470287$223 =100 1\$aVaz, Bruno F.,$eauthor. =245 10$aMeasuring Stress Fields in Connecting Rods Using Laser Interferometry (ESPI) /$cBruno F. Vaz, Elcio Ferracini, Auteliano A. Santos, Raquel Gonçalves. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aConnecting rods often fail when subjected to stresses greater than their yield limits. They are designed to support both compressive (usually more intense) and tractive forces. Engineers have used finite element simulations to create new conrod shapes, but the original design still follows the one developed several decades ago. The validation of the results is usually performed through experimental destructive tests or through field evaluations. Thus, a cheaper, non-destructive tool that could expedite the validation process would benefit test engineers and designers. The stress field of a part might be obtained from several methods, the most common of which is through the use of strain gages. In this work, we evaluate the application of electronic speckle pattern interferometry (ESPI) to measure stresses in conrods. The measurements were performed on the flat surface in the conrod web and the results were compared with those from finite element simulations. The region examined corresponds to the inner portion of the rod body, excluding only its slightly thicker edges. To eliminate or at least reduce the influence of the uncontrollable factors (noise) on the results, an experimental design was developed, based mainly on the concepts of the design of experiments (DOE). The tests were performed with a conventional forged connecting rod submitted to compressive stresses. The measurements of the stress and strain fields obtained by the ESPI technique were in accordance with the simulations, showing that this technique is a useful tool for design engineers, improving the safety of engine applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConrods. =650 \0$aStress Measurement. =650 \0$aNondestructive Evaluation. =650 \0$aMesures optiques. =650 14$aESPI. =650 24$aConrods. =650 24$aStress Measurement. =650 24$aNondestructive Evaluation. =700 1\$aFerracini, Elcio,$eauthor. =700 1\$aSantos, Auteliano A.,$eauthor. =700 1\$aGonçalves, Raquel,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120098.htm =LDR 03876nab a2200589 i 4500 =001 JTE20130329 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130329$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130329$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aXiao, Feipeng,$eauthor. =245 10$aPerformance Characteristics Comparisons of Various Asphalt Mixture Technologies /$cFeipeng Xiao, Serji Amirkhanian, Hainian Wang, Hao Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aA laboratory investigation was carried out to study the effects of various compaction technologies on moisture susceptibility, rutting resistance, and fatigue characteristics of various asphalt mixtures. The methodologies used in this study included three technologies such as common hot mix asphalt (HMA), warm mix (WMA), and half-warm mix asphalt (HWMA) technologies. In addition, in terms of WMA and HWMA mixtures, a foaming technology was used to produce the samples. The experimental design for WMA and HWMA included one aggregate moisture contents (~0.5 % by weight of the dry mass of the aggregate), three lime contents (0 %, 1 % and 2 % lime by weight of dry aggregate), and 2 % foaming water content. For HMA, 1 % lime content and completely dried aggregate were used. Three aggregate sources (designated as A, B, and C) and one PG 64-22 binder were used in this study. A total of 9 Superpave mix designs and 21 mixtures were completed. A total of 84 indirect tensile strength (ITS) samples, 126 asphalt pavement analyzer (APA) samples, and 30 fatigue beams were tested in this research. The major properties such as gyration number, ITS, tensile strength ratio (TSR), rut depth, deformation, toughness, as well as fatigue life were measured and computed for all mixtures. The test results indicated that various compaction technologies would slightly affect the Superpave mix design and obviously have an influence on gyration number, ITS values, rut depth, flow, toughness, and fatigue life of various mixtures regardless of aggregate source and lime content. In addition, the aggregate source significantly affected the ITS and rutting resistance in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRut depth. =650 \0$aToughness. =650 \0$aFatigue life. =650 \0$aHot mix asphalt. =650 \0$aFoaming technology. =650 \0$aIndirect tensile strength. =650 \0$aPavements, Asphalt concrete. =650 14$aHot mix asphalt. =650 24$aFoaming technology. =650 24$aIndirect tensile strength. =650 24$aFlow. =650 24$aToughness. =650 24$aRut depth. =650 24$aFatigue life. =700 1\$aAmirkhanian, Serji,$eauthor. =700 1\$aWang, Hainian,$eauthor. =700 1\$aWang, Hao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130329.htm =LDR 03142nab a2200565 i 4500 =001 JTE20130145 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130145$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130145$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC531 =082 04$a616.85/223$223 =100 1\$aKung, Hsu-Yang,$eauthor. =245 10$aContext-Aware Services for Mobile Multimedia Application /$cHsu-Yang Kung, Chi-Hua Chen, Ching-Yu Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aAdvancements are rapidly being made in mobile computing environments and context-aware multimedia streaming services that are based on information about a user's context. This work proposes a Context-Aware Embedded Multimedia Presentation System (CEMP) that is based on the context vocabulary ontology to provide a formal explicit description of the multimedia information domain and the formal context process model. The designed context recognition and context representation reasoning mechanism can perform context classification to deliver multimedia services of the required quality. Additionally, the CEMP system includes an adaptation reasoning mechanism that identifies the best adaptation control when the context changes. However, context modification may cause a context conflict problem among multiple adaptation requirements and resource limitations. The CEMP system provides a conflict resolution mechanism that calculates the context's priority and the context weight to improve context conflict resolution results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOntology. =650 \0$aContext-aware. =650 \0$aContext conflict. =650 \0$aAdaptation control. =650 \0$aMultimedia streaming. =650 \0$aAnxiety. =650 \0$aExistentialism. =650 \0$aAnxiety in literature$xReligious aspects. =650 14$aContext-aware. =650 24$aOntology. =650 24$aMultimedia streaming. =650 24$aAdaptation control. =650 24$aContext conflict. =700 1\$aChen, Chi-Hua,$eauthor. =700 1\$aLin, Ching-Yu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130145.htm =LDR 03508nab a2200553 i 4500 =001 JTE20130117 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130117$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130117$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aZhong, Yongqiang,$eauthor. =245 10$aAsphalt Mixture Design and Thermology Experiments on Heat-Resistant Surfaces in Permafrost Regions /$cYongqiang Zhong, Tao Ma, Xiaoming Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aTo reduce the permafrost thaw-induced damage to asphalt pavement caused by heat absorption in permafrost regions, a material with low thermal conductivity was introduced into the asphalt mixture. This altered the thermal conductivity of the aggregate and thereby reduced that of the asphalt mixture. First, the optimal asphalt-aggregate ratio for the asphalt mixture was determined. Then, the material composition of the asphalt mixture was designed to form a heat-resistant surface without changing the AC-13 aggregate gradation. Thermal tests were performed with a Thermal Conductivity Instruments (TCI) thermal property analyzer on asphalt concrete specimens, prepared by adding primary mineral vermiculite (abbreviated hereafter as ZS, from Chinese) in different mass percentages of 0 %, 4 %, 6 %, 8 %, and 10 %. Test results showed that the thermal conductivity decreases exponentially with increasing percentage of ZS mass. These tests on asphalt concrete specimens indicate that the thermal conductivity drops by up to 46.27 % for 10 % ZS. At a depth of 4 cm below the surface of a heat-resistant pavement, the temperature can be reduced by at most 1.8°C, compared to observations at the same depth in an ordinary pavement. These results show encouraging prospects for application in permafrost regions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aPermafrost regions. =650 \0$aHeat-resistant surface. =650 \0$aThermology experiments. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aAsphalt mixture. =650 24$aPermafrost regions. =650 24$aHeat-resistant surface. =650 24$aMaterial composition design. =650 24$aThermology experiments. =700 1\$aMa, Tao,$eauthor. =700 1\$aHuang, Xiaoming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130117.htm =LDR 04076nab a2200601 i 4500 =001 JTE20120334 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120334$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120334$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a620.44$223 =100 1\$aClarke, J. D.,$eauthor. =245 10$aUnderstanding the Friction Measured by Standardised Test Methodologies Used to Assess Shoe-Surface Slip Risk /$cJ. D. Clarke, K. Hallas, R. Lewis, S. Thorpe, G. Hunwin, M. J. Carré. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b47 =520 3\$aThis paper discusses standardised mechanical test methodologies that measure dynamic coefficient of friction in order to assess the risk of a pedestrian slip. Currently, two shoe-surface contact test methods are specified in British Standards to assess the risk of pedestrian slips during the heel strike phase. A pendulum test device as specified in BS 7976-2:2002 is used to determine the slip resistance of surfaces. Another standard, BS EN ISO 13287:2007 specifies the test method to assess the slip resistance of conventionally soled safety, protective and occupational footwear. Experiments were conducted on six common household surfaces in water contaminated conditions in compliance with the aforementioned standard procedures. The roughness and stiffness of each surface was also found. The results show no statistically significant linear correlation between the dynamic coefficient of friction found via the two standardised test methods. At low levels of roughness, no statistically significant linear correlations were found between the coefficient of friction found via the two standardised test methods and roughness. For flooring with a compliant layer, the contact conditions of the pendulum test device were found to cause friction losses associated with energy dissipated as the surface deforms and recovers during sliding. Differences in sliding velocity and area of contact were found to influence the measurements given by the two test procedures. The higher velocity pendulum is a more appropriate test device to replicate slip in wet conditions as it predicts the worst case scenario. However, it is likely to give misleading results on deformable surfaces as, on such surfaces, as it is not replicating the loading conditions during a real-life heel strike. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFootwear. =650 \0$aSlip resistance. =650 \0$aSurface roughness. =650 \0$aSurface stiffness. =650 \0$aFriction mechanisms. =650 \0$aFriction. =650 \0$aReaction mechanisms (Chemistry) =650 \0$aStrains and stresses. =650 14$aFootwear. =650 24$aFriction mechanisms. =650 24$aSlip resistance. =650 24$aSurface roughness. =650 24$aSurface stiffness. =700 1\$aHallas, K.,$eauthor. =700 1\$aLewis, R.,$eauthor. =700 1\$aThorpe, S.,$eauthor. =700 1\$aHunwin, G.,$eauthor. =700 1\$aCarré, M. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120334.htm =LDR 03164nab a2200589 i 4500 =001 JTE20130301 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130301$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130301$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a666.9$223 =100 1\$aLee, Chang Hoon,$eauthor. =245 10$aDifference in Setting Behavior between Prepared and Sieved Mortars in the ASTM C403 Time of Setting Test /$cChang Hoon Lee, Kenneth Clark Hover, Anna Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe setting time of concrete as measured by ASTM C403-08 is determined from the penetration resistance of mortar extracted from concrete by removing coarse aggregates larger than the 4.75 mm (#4) sieve. Tests by the authors and others have shown a difference in penetration resistance obtained from mortars extracted from concrete compared with penetration resistance of mortar intentionally mixed to represent the mortar fraction of the concrete of interest, as is noted qualitatively in ASTM C403. The authors report this difference quantitatively, having observed or discovered in the literature prepared mortars with an initial setting time up to 6 %-16 % greater than that of sieved mortar, and final setting time that is up to 3 %-16 % greater than that of sieved mortar. In general, these differences are 1 to 3 times greater than the single operator precision for acceptable range of test results, and are thus significant in the context of ASTM C403. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSieving. =650 \0$aFinal setting. =650 \0$aMortar testing. =650 \0$aInitial setting. =650 \0$aSetting behavior. =650 \0$aPenetration resistance. =650 \0$aMortar$vTesting. =650 \0$aPortland cement$vAnalysis. =650 14$aC403. =650 24$aFinal setting. =650 24$aInitial setting. =650 24$aMortar testing. =650 24$aPenetration resistance. =650 24$aSetting behavior. =650 24$aSieving. =700 1\$aHover, Kenneth Clark,$eauthor. =700 1\$aLee, Anna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130301.htm =LDR 04232nab a2200577 i 4500 =001 JTE20130151 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130151$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130151$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE210 =082 04$a624.7/3$223 =100 1\$aWasiuddin, Nazimuddin M.,$eauthor. =245 10$aField and Laboratory Evaluation of Environmental Effects on Chip Seal Performance :$bFreeze-Thaw and Asphalt Aging /$cNazimuddin M. Wasiuddin, Kisler Wilson, Mohammad Readul Islam, Phillip Parker, Christopher Abadie, Louay N. Mohammad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aChip seals generally deteriorate as a result of asphalt oxidation, wear and polishing of aggregates, bleeding, and raveling (loss of aggregates). In this study, two major environmental effects on chip seal performance, freeze-thaw, and asphalt aging were investigated based on laboratory tests and field distress survey. For freeze-thaw evaluation, laboratory chip seal samples were prepared for 18 combinations (6 aggregates X 3 asphaltic materials). A simple freeze-thaw protocol was developed and evaluation of freeze-thaw effect on aggregate types reveals that both the precoated and uncoated expanded shale lightweight aggregates perform comparatively very well against freeze-thaw. Evaluation of freeze-thaw effect on asphaltic material types reveals that CRS-2P, an emulsion performs significantly better than hot asphalts, namely PAC-15 and AC20-5TR. For aging evaluation, asphaltic materials were extracted from 15 (5 aggregates X 3 asphaltic materials) field test sections and increase in stiffness due to aging were determined using a dynamic shear rheometer. For each of the five aggregates, CRS-2P shows the lowest G*/sin?, indicating minimum field aging susceptibility among the three asphaltic materials while AC20-5TR shows slightly higher G*/sin? than PAC-15, indicating maximum field aging susceptibility. Overall field distress ratings of the CRS-2P sections (sum of distress ratings of all the CRS-2P sections) are better than those of PAC-15 and AC20-5TR. The overall distress ratings of PAC-15 sections are better than overall distress ratings of AC20-5TR. In case of aggregate types, precoated expanded shale lightweight test sections performed the best, while expanded clay lightweight sections performed very poorly. Both freeze-thaw and asphalt aging tests closely reflect field performances and it can be concluded that the freeze-thaw and aging performances can be used as effective tools for predicting long term chip seal performances. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEmulsion. =650 \0$aChip seal. =650 \0$aFreeze-thaw. =650 \0$aAsphalt agings. =650 \0$aClay. =650 \0$aFreeze thaw tests. =650 \0$aSoil mechanics. =650 14$aFreeze-thaw. =650 24$aAsphalt agings. =650 24$aEmulsion. =650 24$aChip seal. =700 1\$aWilson, Kisler,$eauthor. =700 1\$aIslam, Mohammad Readul,$eauthor. =700 1\$aParker, Phillip,$eauthor. =700 1\$aAbadie, Christopher,$eauthor. =700 1\$aMohammad, Louay N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130151.htm =LDR 02977nab a2200661 i 4500 =001 JTE20140023 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140023$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140023$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a339.2015118$223 =100 1\$aIsmail, Ali A.,$eauthor. =245 10$aBayesian Estimation of Pareto Distribution Under Failure-Censored Step-Stress Life Test Model /$cAli A. Ismail. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aIn this paper, both maximum likelihood and Bayesian estimators for a partially accelerated step-stress life test model are considered using type II censored data from Pareto distribution of the second kind. The posterior means and posterior variances are obtained under the squared error (SE) loss function using Lindley's approximation procedure. The maximum likelihood estimators and analogous Bayes estimators are compared in terms of their mean-square errors based on simulated samples from Pareto distribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReliability. =650 \0$aPosterior mean. =650 \0$aStep-stress test. =650 \0$aType II censoring. =650 \0$aPosterior variance. =650 \0$aBayesian estimation. =650 \0$aPareto distribution. =650 \0$aPartial acceleration. =650 \0$aNon-informative priors. =650 \0$aLindley's approximation. =650 \0$aDistribution (Probability theory) =650 \0$aEconomics$xStatistical methods. =650 14$aReliability. =650 24$aPartial acceleration. =650 24$aStep-stress test. =650 24$aPareto distribution. =650 24$aMaximum likelihood estimation. =650 24$aBayesian estimation. =650 24$aLindley's approximation. =650 24$aNon-informative priors. =650 24$aPosterior mean. =650 24$aPosterior variance. =650 24$aType II censoring. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140023.htm =LDR 03301nab a2200529 i 4500 =001 JTE20130176 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130176$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130176$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aCui, Xinzhuang,$eauthor. =245 10$aImprovement of Permeability Measurement Precision of Pervious Concrete /$cXinzhuang Cui, Jiong Zhang, Na. Zhang, Zhijun Gao, Wei Sui, Cong Wong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aPervious concrete is used as the material for drainage structure in roads, buildings, and water facilities due to its excellent permeability. Existing devices for testing the permeability of pervious concrete do not consider the fluid leakage through the specimen-container interface induced by the large numbers of open pores on the surface of molded specimen. This may significantly affect the precision of the results. In this study, a new permeability test device for pervious concrete was developed and a modified permeability testing method is described. The modified method and currently used test methods were employed to measure the permeability of molded specimens with different porosities, graded aggregates, and admixtures. In order to calibrate the modified method, the permeabilites of the cored specimens were measured using the method and currently used test methods. The comparisons show that the permeabilities of the molded specimens measured using the modified method are lower than the two existing methods, and are approximate to the results of cored specimens. This indicates that for the molded specimens, the modified method can give better precision and more accuracy than the two existing methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPermeability. =650 \0$aPervious concrete. =650 \0$aPlastics$vPermeability. =650 \0$aElastomers$vPermeability. =650 14$aPervious concrete. =650 24$aPermeability. =650 24$aPermeability testing devices. =700 1\$aZhang, Jiong,$eauthor. =700 1\$aZhang, Na.,$eauthor. =700 1\$aGao, Zhijun,$eauthor. =700 1\$aSui, Wei,$eauthor. =700 1\$aWong, Cong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130176.htm =LDR 04108nab a2200577 i 4500 =001 JTE20130229 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130229$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130229$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aWang, Jieying,$eauthor. =245 10$aImpact of Moisture and Load on Vertical Movement of a Simulated Platform Frame Wood Structure /$cJieying Wang, Luke King. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe objective of this study was to assess the relative contributions of wood shrinkage and building dead loads to vertical displacement in the form of height loss for wood-frame structures. Identifying the relative contributions of these factors while monitoring full-sized buildings presents significant challenges; therefore, a laboratory test was conducted under controlled hygrothermal conditions and loading. Two small-scale wood-frame structures were constructed with dimension lumber wall assemblies and floor joists. Both model structures were equipped with vertical movement and moisture content (MC) monitoring systems. The structures were conditioned in a chamber to a MC of approximately 20 %, and then moved into the laboratory environment for drying and loading. Model Structure No. 1 was loaded immediately; model Structure No. 2 was not loaded until after the wood had dried to the equilibrium MC. By using a unique lever system, the applied load simulated a dead load that could be experienced by the bottom floor of a six-story wood-frame building. Shrinkage coefficients were measured using samples cut from the horizontal framing members. The results suggested that the loads "forced" the structures to displace downward. At the driest time in the laboratory, the total movement of model Structure No. 1 reached a maximum of about 19 mm after 10 months, which is comparable to in situ recorded measurements from the bottom floor of a four-story wood-frame building in coastal British Columbia. Shrinkage appeared to account for 70 % of the total vertical movement, with the remaining 30 % contributable to load-induced displacement under the conditions of this test. Model Structure No. 2 showed less vertical movement but more initial displacement than model Structure 1 due to a larger settlement. This study suggested that there may be a need to consider the effect of loads in addition to wood shrinkage when estimating building height loss. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aSettlement. =650 \0$aWood shrinkage. =650 \0$aMoisture content. =650 \0$aVertical movement. =650 \0$aElastic compression. =650 \0$aMaterials$vCreep. =650 \0$aFracture mechanics. =650 14$aPlatform wood-frame construction. =650 24$aVertical movement. =650 24$aWood shrinkage. =650 24$aMoisture content. =650 24$aElastic compression. =650 24$aCreep. =650 24$aSettlement. =700 1\$aKing, Luke,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130229.htm =LDR 03530nab a2200529 i 4500 =001 JTE20140001 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140001$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140001$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aMansourkhaki, Ali,$eauthor. =245 10$aFatigue Performance of Asphalt Mixture under Actual Loading Patterns at Different Pulse Durations /$cAli Mansourkhaki, Alireza Sarkar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThe fatigue performance of an asphalt mixture under actual loading patterns corresponding to single, tandem, and tridem axle configurations at three different pulse durations corresponding to axle speeds with constant rest periods was examined using an indirect tensile cyclic load test. This research was conducted at two temperatures, 25°C and 35°C. Considering our sets of variables and three repetitions for each set, in total 54 specimens were tested. The actual loading patterns applied to the specimens were determined using the KENLAYER software program. After testing and data acquisition, the cumulative vertical plastic strain approach was utilized to determine the number of load applications at two points of deformation on the fatigue curves, the hardening and softening starting points. The results at these two points show the following: (1) force repetition depends on loading patterns and, at a constant speed, varies from maximum to minimum with tridem, tandem, and single loading patterns, except at the hardening starting point; (2) force repetitions are strongly related to pulse duration in such a way that fatigue life increases with a decrease in pulse duration; and (3) the effect of temperature depends on pulse durations and loading patterns. It can be stated, in general, that when comparing the effects of different loading patterns, pulse duration must be considered. Based on the findings of this study, at different temperatures the results follow the same trends and are not temperature dependent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aHardening. =650 \0$aSoftening. =650 \0$aPulse duration. =650 \0$aLoading pattern. =650 \0$aPavements, Asphalt concrete. =650 14$aFatigue. =650 24$aLoading pattern. =650 24$aPulse duration. =650 24$aHardening. =650 24$aSoftening. =700 1\$aSarkar, Alireza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140001.htm =LDR 03475nab a2200517 i 4500 =001 JTE20130181 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130181$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130181$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD56 =082 04$a658.4/012$223 =100 1\$aChen, Fu-Hsiang,$eauthor. =245 10$aProbing Organization Performance Using a New Hybrid Dynamic MCDM Method Based on the Balanced Scorecard Approach /$cFu-Hsiang Chen, Gwo-Hshiung Tzeng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aIn recent years, the balanced scorecard (BSC) approach has become an important performance evaluation tool. However, in order to find ways to ensure that the model more accurately reflects the interdependence and feedback problems related to each factor that occurs in real world situations, a hybrid dynamic Multiple Criteria Decision Making (MCDM) BSC model is developed. The goal is to establish an evaluation and relationship model of organization performance that is based on the BSC approach. In this approach, the DEMATEL technique is used to explore how various factors influence each other while the basic concept of analytic network process (ANP) with DEMATEL (known as DANP, DEMATEL-based ANP) is used to yield the influential weights for the dimensions/criteria. Finally, the VIKOR method is used to evaluate gaps in the performance matrix. Empirical analysis helps to determine performance gaps and improve the scores for achieving the aspiration levels for each factor which have been determined based on influential network relationship mapping using the DEMATEL technique. The results show that this method can be used to extract the major factors that can enhance an organization's management performance, leading to continuous improvement. The method can be used to help an organization to evaluate and revise its strategies, and generally to adopt modern management approaches in every day practice. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBalanced scorecard. =650 \0$aOrganization performance. =650 \0$aBalanced scorecard (Management) =650 \0$aStrategic planning. =650 \0$aOrganizational effectiveness$vEvaluation. =650 14$aBalanced scorecard. =650 24$aOrganization performance. =650 24$aDEMATEL-based ANP. =650 24$aMCDM. =650 24$aVIKOR. =700 1\$aTzeng, Gwo-Hshiung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130181.htm =LDR 03360nab a2200541 i 4500 =001 JTE20130209 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130209$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130209$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.B1 =082 04$a546.671$223 =100 1\$aOmar, Alaa El-Din K.,$eauthor. =245 10$aImproving Fruit Set, Yield and Fruit Quality of Date Palm (Phoenix dactylifera, L. cv. Mnifi) Through Bunch Spray With Boron and Zinc /$cAlaa El-Din K. Omar, M. A. Ahmed, R. S. Al-Obeed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aFertilization is one of the most important cultural practices in date palm orchards. Spraying micro-nutrients has an important role in fruit set, fruit retention, development, improved total yield, and fruit characteristics. The present study was conducted during the two successive seasons, 2011 and 2012, in order to investigate the effect of bunches sprayed with boron and/or zinc on fruit set, yield, and fruit quality of 10-year-old "Mnifi" date palm. Bunches were pollinated by placing 10 "Meghal" fresh male strands among female clusters during both seasons. Nine spraying treatments were performed twice; 2 h before pollination and 4 weeks after pollination. Results of the two seasons indicated that application of 1500 ppm boron +300 ppm zinc (B1 + Zn1) increased total yield/palm, fruit weight and volume, flesh weight, soluble solids content (SSC), and total and reducing sugars. Fruit set and titratable acidity were improved with spraying of 1500 ppm boron (B1). Fruit dimensions and moisture content increased with B1 treatment in the first season and B1 + Zn1 treatment in the second season. Application of boric acid alone (1500 ppm) or combined with zinc sulphate (300 ppm) to get a positive effect on fruit set, total yield, and fruit quality of "Mnifi" date palm could be recommended. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZinc. =650 \0$aBoron. =650 \0$aDate palm. =650 \0$aBunch spray. =650 \0$aFruit quality. =650 \0$aBoron$vCongresses. =650 14$aBoron. =650 24$aZinc. =650 24$aDate palm. =650 24$aBunch spray. =650 24$aFruit quality. =700 1\$aAhmed, M. A.,$eauthor. =700 1\$aAl-Obeed, R. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130209.htm =LDR 02849nab a2200601 i 4500 =001 JTE20120357 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120357$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120357$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRG527.5.U48 =082 04$a618.2/07543$223 =100 1\$aSharma, Sandeep,$eauthor. =245 12$aA Non-Contact Technique for Damage Monitoring in Submerged Plates Using Guided Waves /$cSandeep Sharma, Abhijit Mukherjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b44 =520 3\$aThis paper discusses a non-contact and in situ damage-monitoring methodology in submerged plates using ultrasonic guided waves. Specific Lamb wave modes sensitive to near-surface and sub-surface damages have been identified. These modes are further utilized for non-contact scanning of the plates to identify the presence, as well as extent, of damage. Effective combination of specific Lamb wave modes leads to comprehensive inspection of the submerged plate structures. The developed methodology is successfully applied for monitoring notches and corrosion in plate. The data generated from scanning the plates have been pictorially represented in the form of defect maps. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotches. =650 \0$aCorrosion. =650 \0$aDispersion. =650 \0$aDefect maps. =650 \0$aUltrasonics. =650 \0$aGuided waves. =650 \0$aMode sensitivity. =650 \0$aSubmerged plates. =650 \0$aUltrasonics in obstetrics. =650 14$aUltrasonics. =650 24$aGuided waves. =650 24$aDispersion. =650 24$aMode sensitivity. =650 24$aSubmerged plates. =650 24$aNotches. =650 24$aCorrosion. =650 24$aDefect maps. =700 1\$aMukherjee, Abhijit,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120357.htm =LDR 03124nab a2200625 i 4500 =001 JTE11710J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11710J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11710J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aVaidya, WV.,$eauthor. =245 10$aFatigue Threshold Regime of a Low Alloy Ferritic Steel under Closure-Free Testing Conditions :$nPart II-Hysteresis in Near-Threshold Fatigue Crack Propagation :$bAn Experimental Assessment /$cWV. Vaidya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aNear-threshold fatigue crack propagation behavior of a high strength steel was investigated in laboratory air under closurefrec testing conditions at R = 0.7 (= Rcff) and at two different K-gradients. Depending on the criterion assumed, the threshold value differed; the criterion of non-propagation gave a lower threshold value than that assumed by the propagation criterion. Nevertheless. the subsequent propagation following a load increase was discontinuous in both cases, and da/dN versus ?K curves obtained on the some specimen during the K-decreasing and the K-increasing test were not necessarily identical in the threshold regime. This behavior, hysteresis, is analyzed mainly from the experimental viewpoint, and it is shown that hysteresis is not an artifact. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aHysteresis. =650 \0$aData analysis. =650 \0$aFerritic steel. =650 \0$aThreshold regime. =650 \0$aTransient effects. =650 \0$aExperimental aspects. =650 \0$aFatigue crack propagation. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aCompliance. =650 24$aData analysis. =650 24$aExperimental aspects. =650 24$aFatigue crack propagation. =650 24$aFerritic steel. =650 24$aHysteresis. =650 24$aMicrostructural observations. =650 24$aThreshold regime. =650 24$aTransient effects. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11710J.htm =LDR 01921nab a2200397 i 4500 =001 JTE11714J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11714J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11714J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF3510.B8 =082 04$a381.094241$223 =100 1\$aHarvey, JP.,$eauthor. =245 10$aIntroduction to Symposium on the Use and Performance of Staples in the Human Body /$cJP. Harvey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$a[The Symposium on the Use and Performance of staples in the Human Body, held in Atlantic City, New Jersey, on 8 May 1991, was sponsored by ASTM Committee F-4 on Medical and Surgical Materials and Devices.Three papers presented at the symposium are presented in this issue of Journal of Testing and Evaluation.-Editor]. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStaple system. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11714J.htm =LDR 03061nab a2200577 i 4500 =001 JTE11716J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11716J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11716J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF3510.B8 =082 04$a381.094241$223 =100 1\$aShapiro, JS.,$eauthor. =245 10$aUse of Pneumatically Driven Staples in the Practice of Orthopaedic Surgery /$cJS. Shapiro, MJ. Walt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIn 1981, the concept was delineated of driving staples "in a guided fashion with a rapid and reproducible power source" for fixation in orthopaedic surgery. This transformed an inefficient fixator into an efficient one and secondarily allowed its use in many unique applications for fixation of bone to bone, ligament to bone, and cartilage to bone. From first clinical usage in 1983, it has been used in an estimated 40 000 cases worldwide. Fixation has been for solitary, supplemental, and/or temperary applications in metaphyseal bone for such diverse applications as fusions, osteotomies, fractures, and ligament attachment. The system has been tested and improvements in fixation were demonstrated in laboratory and in vitro studies. The rectangular, rough surfaced, titanium staples were designed for pneumatic insertion to bone and have found use in specific applications as well as a ubiquitous backtable instrument. A learning curve exists for proper usage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStaples. =650 \0$aTitanium. =650 \0$aBone fixation. =650 \0$aLearning curve. =650 \0$aMetaphyseal bone. =650 \0$aPneumatically driven. =650 \0$aClinical applications. =650 \0$aStaple system. =650 14$aStaples. =650 24$aPneumatically driven. =650 24$aBone fixation. =650 24$aTitanium. =650 24$aClinical applications. =650 24$aMetaphyseal bone. =650 24$aLearning curve. =700 1\$aWalt, MJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11716J.htm =LDR 03321nab a2200589 i 4500 =001 JTE11713J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11713J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11713J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251.5 =082 04$a625.725$223 =100 1\$aFwa, TF.,$eauthor. =245 10$aLaboratory Study of Microtexture-Related Skid Resistance Characteristics of Concrete Pavement Materials /$cTF. Fwa, CC. Tan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThis paper reports the results of a laboratory test program conducted to study the variations of microtexture-related skid resistance of concrete materials with moisture condition, measurement temperature, and surface polishing. The materials used for concrete pavement construction in Singapore were studied. Surface wetting was found to produce a surface-wet frictional resistance considerably lower than the initial surface-dry value. However, neither the surface-wet nor surface-dry measurement was affected by the degree of moisture saturation of the materials tested. Surface temperature had a strong influence on the results of surface-wet tests, but not the surface-dry tests. The temperature-dependent variations was highly correlated to either measurement temperature or viscosity of water, always showing a coefficient of correlation exceeding 0.94 in absolute value. Polishing had the effect of reducing both surface-wet and surface-dry resistance. However, cement mortar specimens were found to respond differently from granite and steel slag aggregates due to differences of their surface wear behaviors in the process of polishing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMacrotexture. =650 \0$aMicrotexture. =650 \0$aCement mortar. =650 \0$aSkid resistance. =650 \0$aGranite aggregates. =650 \0$aAccelerated polishing. =650 \0$aSteel slag aggregates. =650 \0$aPavement performance. =650 \0$aInstrumentation. =650 14$aSkid resistance. =650 24$aCement mortar. =650 24$aGranite aggregates. =650 24$aSteel slag aggregates. =650 24$aAccelerated polishing. =650 24$aMacrotexture. =650 24$aMicrotexture. =700 1\$aTan, CC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11713J.htm =LDR 02475nab a2200541 i 4500 =001 JTE11712J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11712J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11712J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH212.S3 =082 04$a620.1127$223 =100 1\$aChiostrini, S.,$eauthor. =245 13$aAn Experimental Research Program on the Behavior of Stone Masonry Structures /$cS. Chiostrini, A. Vignoli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA program of experimental research on the seismic behavior of full-scale masonry specimens is discussed. The main part of this program was developed at the Department of Civil Engineering as part of the C.N.R.-G.N.D.T. (National Council of Researches, National Group for Earthquake Defense)-Subproject 2: Preveation of Building Damages-Working Group 2.2: Experimental Evaluation of the Seismic Behaviour of Structures coordinated research program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStone masonry. =650 \0$aFlat jack test. =650 \0$aIn situ testing. =650 \0$aExperimental research. =650 \0$adiagonal test. =650 \0$aMaterials$xMicroscopy. =650 \0$aMaterials$xTesting. =650 14$aStone masonry. =650 24$aExperimental research. =650 24$aIn situ testing. =650 24$aDiagonal test. =650 24$aFlat jack test. =700 1\$aVignoli, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11712J.htm =LDR 03070nab a2200661 i 4500 =001 JTE11709J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11709J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11709J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aVaidya, WV.,$eauthor. =245 10$aFatigue Threshold Regime of a Low Alloy Ferritic Steel under Closure-Free Testing Conditions :$bPart I-Compliance Variations in the Threshold Regime /$cWV. Vaidya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aCompliance variations in the threshold regime of a high strength ferritic steel tested under closure-free conditions at room temperature and in air are reported. In contrast to the Paris regime, and irrespective of whether the data during load shedding, at threshold, or after post-threshold load increase are considered. it is found that compliance varies inconsistently in the threshold regime. Therefore a 1:1 correlation between the averaged optical crack length and that inferred from compliance was not observed. Possible reasons of this discrepancy are discussed, and the crack front lag inferred is explained in terms of the constraint. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThreshold. =650 \0$aCompliance. =650 \0$aGage response. =650 \0$aFerritic steel. =650 \0$aTransient effect. =650 \0$aLoad ratio effect. =650 \0$aCrack front behavior. =650 \0$aLoad shedding effect. =650 \0$aCrack length measurement. =650 \0$aFatigue crack propagation. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aCompliance. =650 24$aCrack front behavior. =650 24$aCrack length measurement. =650 24$aFatigue crack propagation. =650 24$aFerritic steel. =650 24$aGage response. =650 24$aLoad ratio effect. =650 24$aLoad shedding effect. =650 24$aThreshold. =650 24$aTransient effect. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11709J.htm =LDR 02732nab a2200505 i 4500 =001 JTE11715J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11715J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11715J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF3510.B8 =082 04$a381.094241$223 =100 1\$aLiberace, R.,$eauthor. =245 10$aMechanical Testing of Stainless Steel Bone Staples /$cR. Liberace, Z. Ladin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aBending characteristics of stainless steel bone staples were examined to determine their possible inclusion in future standards. These characteristics included a measure of the initial slope of the bending curve as the staples were bent in a four-point bending load apparatus and a factor which accounts for the decrease in staple stiffness due to the bends in the staple. Both factors were measured and showed variations as high as 20% when similar size staples from different manufacturers were compared. Material properties such as hardness and tensile strength were also measured, and the resulting values were within 5% of each other for similar size staples. These results suggest that the staples were made from wire with very similar mechanical properties and that the observed variations are probably due to differences in the manufacturing process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStaples. =650 \0$aBone staples. =650 \0$aSurgical implants. =650 \0$aOrthopedic implants. =650 \0$aStaple system. =650 14$aBone staples. =650 24$aStaples. =650 24$aSurgical implants. =650 24$aOrthopedic implants. =700 1\$aLadin, Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11715J.htm =LDR 02355nab a2200517 i 4500 =001 JTE11717J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11717J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11717J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF3510.B8 =082 04$a381.094241$223 =100 1\$aThomas, AMC,$eauthor. =245 10$aComparison of Materials for Staple Pull-Out Tests /$cAMC Thomas, PB. Pynsent, PF. McCombe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aMaximum pull-out forces of 16 mm bridge width staples of 10, 15, 20, and 25 mm leg length were tested in cadaver femoral metaphyseal bone. Pull-out force was related to leg length, but there was a very wide standard deviation. A plastic composite bone and beech hardwood were tested as substitutes and found to be unsuitable. A balsa wood composite was found to provide more reproducible results and is recommended for staple testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStaple. =650 \0$aPull-out force. =650 \0$aRetention force. =650 \0$aPowered stapling. =650 \0$aStaple system. =650 14$aStaple. =650 24$aPull-out force. =650 24$aRetention force. =650 24$aPowered stapling. =700 1\$aPynsent, PB.,$eauthor. =700 1\$aMcCombe, PF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11717J.htm =LDR 02807nab a2200577 i 4500 =001 JTE11711J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11711J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11711J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aWhite, GC.,$eauthor. =245 10$aFatigue Behavior of (BS 1470 N8-0) Aluminum Alloy and (BS 1501-510) Nickel Steel Double-Fillet and Tee-Butt Welds (Subject to Bending) /$cGC. White. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThe shell to base welds of liquefied natural gas (LNG) tanks are normally double fillet welds, although in some tanks teebutt welds are used. The fatigue behavior of these welds has been examined by testing 134 full-size specimens. The testing examined the low cycle, high strain performance of the welds in air at +20°C and in liquid nitrogen at -196°C. The results from this work have shown that double fillet weld and tee-butt weld fatigue performance are comparable. The low temperature fatigue performance matched or exceeded that under equivalent ambient conditions. The shell to bottom welds used in British Gas LNG tanks have fatigue lives well in excess of that required for operational duty. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLNG tank. =650 \0$aCryogenics. =650 \0$aNickel stress. =650 \0$aTee-butt weld. =650 \0$aAluminum alloy. =650 \0$aDouble fillet weld. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue. =650 24$aNickel stress. =650 24$aAluminum alloy. =650 24$aLNG tank. =650 24$aDouble fillet weld. =650 24$aTee-butt weld. =650 24$aCryogenics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11711J.htm =LDR 02785nab a2200541 i 4500 =001 JTE20120257 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120257$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120257$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF482 =082 04$a612.744$223 =100 1\$aLu, Xi.,$eauthor. =245 12$aA Novel Running-In Specification with Strengthening Effects in Fatigue /$cXi. Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aUsing two types of automobile transmission assemblies, a novel running-in specification with strengthening effects is proposed and investigated by the strengthening of low-amplitude forces below the fatigue limit. The phenomenon is also referred to as understressing or coaxing. In this novel running-in specification, the fatigue life will be prolonged and the assembly cost is unchanged. The average fatigue life of one transmission assembly was increased ~40 % when the original running-in force was replaced by the optimal strengthening force in the new running-in specification. The average fatigue life of the other type of transmission assembly was improved ~26 % when the estimated optimal strengthening force was applied in another new running-in specification with the strengthening effects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRunning-in. =650 \0$aFatigue life. =650 \0$aTransmission. =650 \0$aUnderstressing. =650 \0$aFatigue strength. =650 \0$aFatigue$xPhysiological aspects. =650 \0$aFatigue$xDiagnosis. =650 \0$aFatigue$xPrevention. =650 14$aRunning-in. =650 24$aUnderstressing. =650 24$aFatigue life. =650 24$aFatigue strength. =650 24$aTransmission. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120257.htm =LDR 03443nab a2200517 i 4500 =001 JTE20120303 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120303$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120303$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706 =082 04$a624.1/5132$223 =100 1\$aMiller, Robert A.,$eauthor. =245 10$aBurner Rig for Small Particle Erosion Testing of Thermal Barrier Coatings /$cRobert A. Miller, Maria A. Kuczmarski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThe development of a high-temperature laboratory test to evaluate the erosion resistance of new turbine-blade thermal barrier coatings (TBC) for aircraft gas turbine engines is described.The focus is on improvements to a previously reported design, specifically: (1) larger duct and nozzle diameters leading to a larger and more uniform wear pattern; (2) incorporation of a new auger-style feeder for precise feeding of fine particles at low flow rates; (3) an aperture after the duct to limit the erosive damage at the edges of button specimens; (4) bag filters for particle feed rate measurements.The results of both extensive computational fluid dynamics (CFD) modeling and experiments concentrating on laboratory specimens fabricated from turbine-blade superalloys were used to demonstrate the validity of the test results to meaningfully evaluate the performance of new coating compositions in representative erosive environments, and to help understand damage mechanisms under such conditions.Two specimen geometries were tested in the improved rig using Mach 0.5 jets: "teardrop" burner bar and button specimens.Both types of specimens had electron beam-physical vapor deposition (EB-PVD) prepared ceramic layers of either ZrO2-Y2O3 (7YSZ) or ZrO2-Y2O3-Gd2O3-Yb2O3 (ZYGdYb) applied over PtAl bond coats using various processing parameters or interface treatments.Specimen temperatures for this study were either 980 °C (1800 °F) or 1090 °C (2000 °F) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aBurner rig. =650 \0$aThermal barrier coatings. =650 \0$aRocks$xFracture. =650 \0$aRock mechanics. =650 \0$aFluid dynamics. =650 14$aThermal barrier coatings. =650 24$aErosion. =650 24$aBurner rig. =650 24$aComputational fluid dynamics. =700 1\$aKuczmarski, Maria A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120303.htm =LDR 03010nab a2200541 i 4500 =001 JTE20130031 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130031$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130031$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL671.1 =082 04$a363.12/462$223 =100 1\$aSarangi, Niranjan,$eauthor. =245 10$aFatigue Life Evaluation of an Annular Combustor Casing of a Gas Turbine Engine /$cNiranjan Sarangi, S. K. Panigrahi, U. Chandrasekhar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aStructural analysis of annular combustors of aero gas turbines presents substantial challenges to engine-development establishments because of its multifunctional aspects such as complex geometry, thin wall structures, and stringent airworthiness requirements. This paper outlines an experimental methodology for fatigue life evaluation of an annular combustor casing using a closed-loop hydraulic test facility and presents results corresponding to the initial configuration. Premature fatigue failure has revealed that a design feature with a high stress concentration on the combustor casing needs to be modified. Iterative studies are taken up to overcome the design deficiency. This paper presents a unique approach whereby the experimental results for a full-scale annular combustor are correlated with numerical predictions for ensuring structural integrity in accordance with military airworthiness standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCombustor. =650 \0$aFatigue life. =650 \0$aAirworthiness. =650 \0$aStructural integrity. =650 \0$aAirworthiness certificates. =650 \0$aAirplanes$xAirworthiness. =650 \0$aHelicopters$xAirworthiness. =650 14$aAirworthiness. =650 24$aCombustor. =650 24$aFatigue life. =650 24$aStructural integrity. =700 1\$aPanigrahi, S. K.,$eauthor. =700 1\$aChandrasekhar, U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130031.htm =LDR 03153nab a2200565 i 4500 =001 JTE20130092 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130092$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130092$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA654.7 =082 04$a624.1/76$223 =100 1\$aLanghorst, Benjamin,$eauthor. =245 12$aA Residual Mass Ballistic Testing Method to Compare Armor Materials or Components (Residual Mass Ballistic Testing Method) /$cBenjamin Langhorst, Thomas M. Lillo, Henry S. Chu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aA statistics based ballistic test method is presented for use when comparing multiple groups of test articles of unknown relative ballistic perforation resistance. The method is intended to be more efficient than many traditional methods for research and development testing. To establish the validity of the method, it is employed in this study to compare test groups of known relative ballistic performance. Multiple groups of test articles were perforated using consistent projectiles and impact conditions. Test groups were made of rolled homogeneous armor (RHA) plates and differed in thickness. After perforation, each residual projectile was captured behind the target and its mass was measured. The residual masses measured for each test group were analyzed to provide ballistic performance rankings with associated confidence levels. When compared to traditional V50 methods, the residual mass (RM) method was found to require fewer test events and be more tolerant of variations in impact conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArmor. =650 \0$aStatistics. =650 \0$aPenetration. =650 \0$aPerforation. =650 \0$aBallistic testing. =650 \0$aBlast effect. =650 \0$aStructural dynamics. =650 \0$aPenetration mechanics. =650 14$aBallistic testing. =650 24$aPerforation. =650 24$aStatistics. =650 24$aArmor. =650 24$aPenetration. =700 1\$aLillo, Thomas M.,$eauthor. =700 1\$aChu, Henry S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130092.htm =LDR 03501nab a2200565 i 4500 =001 JTE20130108 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130108$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130108$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aCastaneda, Daniel I.,$eauthor. =245 10$aField Test Method for Residual Stress in Plain Concrete Pavements and Structures /$cDaniel I. Castaneda, Jacob D. Henschen, David A. Lange. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aResidual stresses form in concrete structures and rigid pavements as a result of differential shrinkage, loss of subgrade support, and physical restraint by the superstructure. These stresses diminish a concrete member's capacity to carry its design load, making the structure vulnerable to premature cracking and failure. Few methods for quantifying the residual stress in concrete exist, although several methods have been developed for measuring material stresses in metals and rocks. Here, a new field test method for concrete pavements and structures, inspired by the ASTM E837 method for measuring residual stress in steel, is presented. The test is performed by installing strain gages on the surface of a concrete pavement or structure and then saw-cutting around the gages to isolate the gages from the bulk concrete material. The difference between the strain reading before and after the saw-cuts is used to compute the stress present at the surface of the concrete material. The method was developed and validated in laboratory experiments, and finite element modeling was conducted to enhance understanding of the three-dimensional strain distribution around saw-cut notches in materials with residual stress. Full-scale testing on plain concrete pavements demonstrated the method's potential as a field test method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aRigid pavement. =650 \0$aResidual stress. =650 \0$aNondestructive test. =650 \0$aSemi-destructive test. =650 \0$aPavements, Concrete. =650 \0$aConcrete$xAdditives. =650 \0$aReinforced concrete construction. =650 14$aResidual stress. =650 24$aConcrete. =650 24$aRigid pavement. =650 24$aNondestructive test. =650 24$aSemi-destructive test. =700 1\$aHenschen, Jacob D.,$eauthor. =700 1\$aLange, David A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130108.htm =LDR 03627nab a2200625 i 4500 =001 JTE20130158 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130158$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130158$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aRafi, Muhammad Masood,$eauthor. =245 10$aExperimental Investigation of Chemical and Physical Properties of Cements Manufactured in Pakistan /$cMuhammad Masood Rafi, Muhammad Murtaza Nasir. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aConcrete is a strong material in compression and is employed to resist compressive stresses in reinforced concrete (RC) structures. Concrete is a mixture of cement and coarse and fine aggregates; its quality is influenced mainly by the quality of the cement. This paper presents the results of an experimental investigation to study the properties of cements available in Pakistan. Seven different brands (A-G) of ordinary Portland cement (OPC) were employed in the studies presented. Chemical and physical tests were conducted on samples of cement, cement-sand mortar, and concrete. Compound composition was estimated through the chemical analysis of cement. Fineness of grinding, loss on ignition, and insoluble residue contents of cement were determined. Concrete cylinders of three target strengths were cast and tested both in compression and tension. Cement-sand mortar cubes were also tested in compression. All of these tests were conducted in accordance with relevant ASTM standards. The properties of cements were compared on the basis of results obtained from the aforementioned tests and the recommended values given by the standards. It was noted that only the cement brand B achieved the desired compressive strength at the specified age of 28 days. The results of mechanical tests of concrete and mortar were supported by the compound composition and fineness of the cement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlump. =650 \0$aCement. =650 \0$aOxides. =650 \0$aConcrete. =650 \0$aCylinder. =650 \0$aFineness. =650 \0$aSilicates. =650 \0$aChemical composition. =650 \0$aPavements, Concrete. =650 \0$aConcrete$xAdditives. =650 \0$aReinforced concrete construction. =650 14$aCement. =650 24$aConcrete. =650 24$aCylinder. =650 24$aChemical composition. =650 24$aFineness. =650 24$aSlump. =650 24$aOxides. =650 24$aSilicates. =700 1\$aNasir, Muhammad Murtaza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130158.htm =LDR 02685nab a2200517 i 4500 =001 JTE20120360 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120360$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120360$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/920427$223 =100 1\$aYin, Xiaokang,$eauthor. =245 12$aA Novel Non-Destructive Evaluation (NDE) Technique Using Coplanar Capacitive Imaging Probes /$cXiaokang Yin, Wei Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA novel NDE technique, known as capacitive imaging (CI), is introduced in this work. The CI approach uses a coplanar probe with two or more electrodes in air to produce a quasi-static electric field distribution within the material. The capacitive coupling allows this technique to detect both surface and hidden defect in insulating materials, and provide indications of surface profile of conducting materials. Scanning the electrodes over the material can form an image according to the changes in the output voltage from the coplanar CI probe. In this work, a detailed description of the CI technique is presented, including the theory, modes of operation, instrumentation, and some preliminary experimental results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConductor. =650 \0$aInsulator. =650 \0$aQuasi-static. =650 \0$aCapacitive imaging. =650 \0$aPolymeric composites$xNon-destructive testing. =650 14$aNDE. =650 24$aCapacitive imaging. =650 24$aInsulator. =650 24$aConductor. =650 24$aQuasi-static. =700 1\$aLi, Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120360.htm =LDR 03564nab a2200553 i 4500 =001 JTE20130062 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130062$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130062$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.C3 =082 04$a662/.74$223 =100 1\$aPutshaka, J. D.,$eauthor. =245 10$aEffect of Pyrolysis Temperature on Adsorbent Properties of Carbon From Leather Buffing Dust and Sawdust /$cJ. D. Putshaka, K. I. Adamu, A. Jauro, S. F. Tanko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aTannery solid waste in the form of buffing dust and conventional feedstock such as sawdust were used to produce adsorbents (activated carbon) under the same experimental conditions. The adsorbent from both feedstocks were produced after carbonization at temperatures of 500°C-800°C and characterized. Adsorption performance of the activated carbon samples produced was comparatively studied using methylene blue as adsorbate. Results reveal that activated carbon obtained from sawdust after carbonization at 800°C exhibited better adsorption properties than its counterpart produced at the same temperature. Conversely, activated carbon produced from tannery buffing dust after carbonization at 500°C displayed superior adsorption capacity than that obtained from sawdust at the same temperature. The effect of carbon dosage and time on adsorption by both carbon samples was also determined. The Freundlich and Langmuir adsorption isotherm model used in this study reveals that, although the Freundlich isotherm had a better fit (R2 = 0.980) for tannery buffing dust than sawdust (R2 = 0.943), Langmuir isotherm exhibited the best overall fit R2 = 0.9893 and R2 = 0.9896 for sawdust and tannery buffing dust, respectively. The low temperature used in production and the good adsorption performance of activated carbon obtained from tannery buffing waste in this study makes it a more cost effective adsorbent to produce than activated carbon produced from sawdust. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSawdust. =650 \0$aActivation. =650 \0$aBuffing dust. =650 \0$aCarbonization. =650 \0$aCharcoal industry. =650 \0$aCharcoal. =650 14$aCarbonization. =650 24$aActivation. =650 24$aBuffing dust. =650 24$aSawdust. =650 24$aFreunlich and Langmuir isotherms. =700 1\$aAdamu, K. I.,$eauthor. =700 1\$aJauro, A.,$eauthor. =700 1\$aTanko, S. F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130062.htm =LDR 03311nab a2200589 i 4500 =001 JTE20130069 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130069$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130069$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP594 =082 04$a661.82$223 =100 1\$aSchwerin, Matthew R.,$eauthor. =245 10$aEffect of Isopropanol and Ethanol on the Tensile Properties of Natural Rubber Latex Condoms /$cMatthew R. Schwerin, Donna L. Walsh, Zhiwei Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe use of isopropanol as a means to remove lubricants from natural rubber latex (NRL) condoms prior to tensile testing is considered acceptable per ASTM D3492-08. However, there is some indication in the technical literature that isopropanol may be detrimental to NRL. In this study, three different brands of NRL condoms were tested for tensile properties after exposure to either isopropanol or one of two different ethyl alcohols, and a control group was tested without exposure to any alcohol. Tensile rings cut from NRL condoms were soaked in the respective alcohols for one hour at 25°C and 50 % relative humidity before undergoing tensile testing. The results of this study are presented along with statistical analysis of the data (thickness, force at break, tensile strength, and elongation). Although the analysis shows there were a few statistically significant differences in some of the measured parameters, the differences were relatively small in magnitude and likely of minimal scientific importance. Consequently, we conclude that under the conditions used in this study, the alcohols tested do not have a detrimental effect on the tensile properties of NRL condoms. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCondom. =650 \0$aAlcohol. =650 \0$aEthanol. =650 \0$aElongation. =650 \0$aIsopropanol. =650 \0$aTensile strength. =650 \0$aPropanole. =650 \0$aIsopropyl alcohol. =650 14$aCondom. =650 24$aTensile strength. =650 24$aElongation. =650 24$aAlcohol. =650 24$aIsopropanol. =650 24$aEthanol. =650 24$aIPA. =700 1\$aWalsh, Donna L.,$eauthor. =700 1\$aZhang, Zhiwei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130069.htm =LDR 03982nab a2200625 i 4500 =001 JTE20130166 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130166$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130166$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA165 =082 04$a681/.2$223 =100 1\$aSahin, Abdurrahman,$eauthor. =245 10$aForced-Vibration Testing and Experimental Modal Analysis of a Steel Footbridge for Structural Identification /$cAbdurrahman Sahin, Alemdar Bayraktar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aDynamic characteristic identification provides an important insight about structural behavior of steel structures. The experimental modal analysis is used to detect dynamic characteristics and consists of several phases. First, forced-vibration tests are carried out, spectral functions are produced, dynamic characteristics are determined by analyzing processed spectral functions, and, finally, analytical models are calibrated or updated depending on experimental analysis results. In this study, forced-vibration testing is conducted on the steel footbridge by using an impact hammer. Low-amplitude broadband excitations are applied using an impact hammer to excite the bridge. The excitation force and measured responses are processed by passing them through a band-pass filter to obtain frequency-response functions, cross-power spectra, auto-power spectra, power spectral densities, and spectrograms. The system-identification procedure is based on input-output measurements. The obtained system-identification results are compared with the analytical results, which were obtained in a different previous study. A very good agreement is observed, thus providing a reliable set of identified modal properties (natural frequencies, damping ratios, and mode shapes) of the structure. The good correlations between analytical and experimental analyses show that no anomalies are detected along the structure. The experimental mode shapes are similar to what is expected from this type of structure. There is not any unexpected mechanism that changes the dynamic characteristics of the system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMATLAB. =650 \0$aModalCAD. =650 \0$aSignalCAD. =650 \0$aSpectral analysis. =650 \0$aForced-vibration test. =650 \0$aSystem identification. =650 \0$aDigital signal processing. =650 \0$aDetectors$xDesign and construction. =650 \0$aIntelligent control systems. =650 \0$aSignal processing$xDigital techniques. =650 14$aForced-vibration test. =650 24$aExperimental modal analysis. =650 24$aInput-output modal analysis. =650 24$aSpectral analysis. =650 24$aDigital signal processing. =650 24$aSystem identification. =650 24$aSignalCAD. =650 24$aModalCAD. =650 24$aMATLAB. =700 1\$aBayraktar, Alemdar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130166.htm =LDR 03299nab a2200613 i 4500 =001 JTE20130082 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130082$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130082$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aShindo, Yasuhide,$eauthor. =245 10$aInterlaminar Shear and Electrical Resistance Responses of Woven-Carbon-Fiber-Reinforced-Polymer Composite Laminates at Cryogenic Temperatures From Cyclic Short Beam Shear Tests /$cYasuhide Shindo, Tomo Takeda, Fumio Narita, Tatsuya Fukuzaki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThis paper studies the interlaminar shear and electrical resistance responses of woven-carbon-fiber-reinforced-polymer (CFRP) composite laminates subjected to fatigue loading at cryogenic temperatures. Fatigue tests were conducted on the composite specimens at room temperature and liquid-hydrogen temperature (20 K) using the short beam shear method, and measurements of the specimen electrical resistance were made during the tests. Also, the tested specimens were examined by microscopy to observe the damage and the failure mode. In addition, a finite-element analysis was performed to examine the stress distributions in the short beam shear specimens. The dependence of the interlaminar shear fatigue performance of the woven-CFRP laminates on the temperature was discussed, and the applicability of the electrical resistance method for assessing the fatigue failure was demonstrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aSelf-sensing. =650 \0$aCryomechanics. =650 \0$aCryogenic tank. =650 \0$aMechanical testing. =650 \0$aFinite-element analysis. =650 \0$aStructural analysis (Engineering) =650 \0$aContinuum mechanics. =650 \0$aFinite element method. =650 14$aCryomechanics. =650 24$aMechanical testing. =650 24$aFinite-element analysis. =650 24$aPolymer-matrix composites. =650 24$aFatigue. =650 24$aCryogenic tank. =650 24$aSelf-sensing. =700 1\$aTakeda, Tomo,$eauthor. =700 1\$aNarita, Fumio,$eauthor. =700 1\$aFukuzaki, Tatsuya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130082.htm =LDR 04144nab a2200793 i 4500 =001 JTE20130160 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130160$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130160$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP801.F5 =082 04$a574.1/924$223 =100 1\$aBafna, Sudhir,$eauthor. =245 14$aThe Effect of Temperature on the Tear Behavior of Various Elastomers /$cSudhir Bafna. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe tear behavior of commercial butyl, EPDM, fluorosilicone, and two fluorocarbon elastomers, used for sealing applications, was studied at -40°C and +49°C. Measurements were made to study initiation and propagation behavior, using Die-C and Die-B, respectively, per ASTM D624. The behavior of tear strength, engineering strain, and energy per unit volume was studied. Tear strength for propagation was always higher than or equal to (within measurement error) that for initiation. Butyl showed the highest tear strength as well as elongation at break; hence, it also had the highest tear energy. The effect of post-cure on butyl is studied. Butyl which had not been post-cured showed unusually high elongation; this translates to the highest tear energy. Temperature is shown to have a major effect on the tear behavior but the magnitude of this effect is significantly different for different elastomers. The two fluorocarbons studied showed markedly different relative behavior at -40°C as compared to +49°C due to the difference in their glass transition temperatures. All torn surfaces of the test specimens after tear showed smooth and uniform surfaces, consistent with steady shearing; this was also consistent with the absence of "chatter" in the force signal. However, the tear direction (perpendicular to or at an angle to the displacement direction) did not show any simple correlation with other tear properties. The difference in behavior between EPDM and butyl rubbers (both with saturated aliphatic hydrocarbon backbones and both with carbon black filler) is elucidated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aButyl. =650 \0$aEnergy. =650 \0$aRubber. =650 \0$aStrain. =650 \0$aHardness. =650 \0$aSilicone. =650 \0$aStrength. =650 \0$aDurometer. =650 \0$aElastomer. =650 \0$aFormulation. =650 \0$aFluorocarbon. =650 \0$aCompression set. =650 \0$aGlass transition. =650 \0$aEthylene propylene. =650 \0$aOrganofluorine compounds$xCongresses. =650 \0$aBiochemistry$xCongresses. =650 \0$aFluorocarbon Polymers. =650 14$aTear. =650 24$aASTM D624. =650 24$aStrength. =650 24$aEnergy. =650 24$aStrain. =650 24$aElastomer. =650 24$aRubber. =650 24$aSilicone. =650 24$aEthylene propylene. =650 24$aEPDM. =650 24$aFluorocarbon. =650 24$aButyl. =650 24$aGlass transition. =650 24$aFormulation. =650 24$aDurometer. =650 24$aHardness. =650 24$aCompression set. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130160.htm =LDR 03585nab a2200601 i 4500 =001 JTE20120354 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120354$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120354$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.A35 =082 04$a668.4/232$223 =100 1\$aKwon, Young-Doo,$eauthor. =245 10$aRegression of the Recovery Rate of ACM Rubber Gasket for Long-Term Performances /$cYoung-Doo Kwon, Kwon-Taek Roh, Sung-Soo Kim, Jae-Hyeok Doh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn engine head cover gasket in automobile engines is constantly exposed to high temperature and pressure conditions. The life time of an engine head cover gasket is important due to the increasing demand for more reliable automobile parts. The main failure mechanism of rubber gaskets, which is the aging due to temperature, can be determined using standard test equipment. The highly accelerated life test (HALT) is generally used for predicting the life time of rubber materials for a long period. Polyacrylate (ACM) with chlorine cure sites has been generally used for engine head gaskets. In order to improve the life time of such gaskets, ACM with carboxyl cure sites has been developed recently. In this study, we applied a mathematical model to obtain the recovery function of a rubber gasket, and utilized the fortran program in order to obtain the optimized recovery function by using the successive zooming genetic algorithm (SZGA). Comparisons of the mean squared error (MSE) between the function data and the experimental data have been made. The life times of ACM with carboxyl cure sites rubber gaskets for different compression rates were obtained using the Arrhenius model. More accurate quantitative predictions considering the maximum compression rate would be realized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRubber gasket. =650 \0$aArrhenius model. =650 \0$aCompression rate. =650 \0$aPolyacrylate (ACM) =650 \0$aMean squared error (MSE) =650 \0$aAbsorption. =650 \0$aHydrogel. =650 \0$aPolyacrylate. =650 14$aRubber gasket. =650 24$aHighly accelerated life test (HALT) =650 24$aPolyacrylate (ACM) =650 24$aCompression rate. =650 24$aSuccessive zooming genetic algorithm (SZGA) =650 24$aMean squared error (MSE) =650 24$aArrhenius model. =700 1\$aRoh, Kwon-Taek,$eauthor. =700 1\$aKim, Sung-Soo,$eauthor. =700 1\$aDoh, Jae-Hyeok,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120354.htm =LDR 03853nab a2200553 i 4500 =001 JTE20130157 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130157$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130157$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aHoward, Isaac L.,$eauthor. =245 10$aInvestigating the Consistency of Asphalt Density Measurement Methods Over a Wide Range of Air Voids /$cIsaac L. Howard, Jesse D. Doyle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aThe overall purpose of this paper is to identify the most reliable bulk mixture specific gravity (Gmb) measurement method for dense graded asphalt concrete that can be used for a wide range of air voids and specimen types. A secondary purpose is to identify ranges of conditions where less established Gmb measurement methods are suitable. A comprehensive literature review was performed to identify promising density test methods for further study. Findings from studies comparing AASHTO T166 (saturated surface dry method) and AASHTO T331 (Corelok method) were used to provide a succinct summary of the relative behaviors of the two methods at mix design, performance testing, and field construction air void levels. Density measurement was performed using four methods (AASHTO T166, T269, T331, and TP82) on dense graded mixture specimens. In total, approximately 2500 data points were used herein, with approximately 30 % of this total coming from literature review and 70 % coming from the authors of this paper. Review of literature along with the evidence presented in this paper indicates that T331 is the most reasonably accurate and versatile Gmb measurement method for a wide range of air voids all the way from mix design through performance testing to construction acceptance testing. T331 has also been recommended (or at least evaluated favorably) by several previous researchers over the last ten years. Based on the evidence presented in this paper, the provisional TP82 test method in its current form does not provide acceptable Gmb measurements relative to T166 or T331 over a wide range of air voids. The magnitude of the discrepancy begins to increase dramatically as air voids increase. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir Voids. =650 \0$aBulk Density. =650 \0$aAsphalt Mixture. =650 \0$aFlexible Pavements. =650 \0$aBulk Specific Gravity. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aAsphalt Mixture. =650 24$aFlexible Pavements. =650 24$aBulk Density. =650 24$aBulk Specific Gravity. =650 24$aAir Voids. =700 1\$aDoyle, Jesse D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130157.htm =LDR 03646nab a2200589 i 4500 =001 JTE20130035 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130035$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130035$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aBan, Hoki,$eauthor. =245 10$aNanoindentation Test Integrated with Numerical Simulation to Characterize Mechanical Properties of Rock Materials /$cHoki Ban, Pravat Karki, Yong-Rak Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aIt is important to determine the mechanical properties of rock materials accurately from the viewpoint of the design, analysis, and modeling of various transportation infrastructure systems. Conventional methods have some drawbacks, including relatively inaccurate measurements, cumbersome testing-analysis processes, and high variability in measurements. A nanoindentation test integrated with a numerical modeling technique has been validated in other fields as an efficient and accurate tool for the characterization of the key mechanical properties of various irregularly shaped materials, such as the rock materials in this study. This paper presents an integrated experimental-numerical effort based on the nanoindentation measurement and finite-element modeling of a representative rock material, limestone. The experimental efforts, including specimen fabrication and laboratory tests, are presented, and the corresponding analyses of test results combined with the finite-element technique and linear interpolation to evaluate the property measurements are discussed. The elastic properties estimated from the nanoindentation test are similar to the simulation results, demonstrating the validity of the test method and modeling approach. The success of the proposed approach should facilitate the better design of mixtures and structures based on the more accurate characterization of the core material properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aAggregate. =650 \0$aRock material. =650 \0$aNanoindentation. =650 \0$aMaterial property. =650 \0$aFinite-element method. =650 \0$aStructural analysis (Engineering) =650 \0$aContinuum mechanics. =650 \0$aFinite element method. =650 14$aNanoindentation. =650 24$aMaterial property. =650 24$aRock material. =650 24$aAggregate. =650 24$aFinite-element method. =650 24$aModeling. =700 1\$aKarki, Pravat,$eauthor. =700 1\$aKim, Yong-Rak,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130035.htm =LDR 02654nab a2200529 i 4500 =001 JTE20130051 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130051$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130051$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aSkSP-V Sampling Plan for the Exponentiated Weibull Distribution /$cMuhammad Aslam, G. Srinivasa Rao, Nasrullah Khan, Chi-Hyuck June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThe purpose of this paper is to design an SkSP-V acceptance sampling plan for assuring percentiles based on a time-truncated life test as the reference plan when the lifetime of a product follows an exponentiated Weibull distribution. Using the non-linear optimization solution, the plan parameters are determined so as to satisfy the producer's and the consumer's risks. Tables are provided for practical use and an example is shown with a real case. Finally, the results are compared with the single sampling plan in terms of the average sample number to demonstrate the efficiency of the proposed plan. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRisks. =650 \0$aPercentile life. =650 \0$aAcceptance sampling. =650 \0$aProbabilities. =650 \0$aWeibull distribution. =650 14$aExponentiated Weibull distribution. =650 24$aAcceptance sampling. =650 24$aRisks. =650 24$aPercentile life. =700 1\$aRao, G. Srinivasa,$eauthor. =700 1\$aKhan, Nasrullah,$eauthor. =700 1\$aJun, Chi-Hyuck,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130051.htm =LDR 03058nab a2200529 i 4500 =001 JTE20120043 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120043$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120043$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1891 =082 04$a678.22$223 =100 1\$aKadlec, Martin,$eauthor. =245 13$aAn Experimental Investigation of Factors Considered for the Short Beam Shear Strength Evaluation of Carbon Fiber-reinforced Thermoplastic Laminates /$cMartin Kadlec, Lucie Nováková, Roman Ružek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aThe short beam shear method is the most common test used to determine interlaminar shear strength (ILSS). However, different test standards provide a range of values and make this method unreliable. Carbon fiber-reinforced thermoplastic laminates were used for experiments with the boundary conditions specified under International Organization for Standardization and ASTM test standards. Additional factors, such as the matrix type, thermoforming, and carbon weave orientation, were chosen to build an experimental design. The work also demonstrates the unique visualization of the shear strain during three-point bending as determined via photogrammetric measurements. The specimen failure modes are described in detail. This paper highlights and evaluates the possible influences of the material and test factors that should be considered when ILSS tests are performed on woven fabric reinforced thermoplastics under different test standards and conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aStatistics. =650 \0$aAerospace vehicles. =650 \0$aShort beam shear test. =650 \0$aVulcanization. =650 14$aThermoplastic matrix composites. =650 24$aShort beam shear test. =650 24$aStatistics. =650 24$aDamage. =650 24$aAerospace vehicles. =700 1\$aNováková, Lucie,$eauthor. =700 1\$aRužek, Roman,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120043.htm =LDR 02914nab a2200469 i 4500 =001 JTE20140289 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140289$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140289$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aFrankel, Gerald S.,$eauthor. =245 10$aElectrochemical Techniques in Corrosion :$bStatus, Limitations, and Needs /$cGerald S. Frankel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b114 =520 3\$aThe corrosion of metals occurs primarily by electrochemical processes involving metal oxidation and simultaneous reduction of some other species. The fundamental understanding of these processes has allowed the development of a number of electrochemical techniques for the study of the corrosion phenomena and assessment of the corrosion rate. In fact, electrochemical techniques are so ingrained in the field that many practitioners think of corrosion rates first in terms of current density rather than thickness or mass loss per unit time. Standard approaches for electrochemical corrosion rate determination are commonly used in the field for on-line monitoring of systems and facilities. Electrochemistry also provides powerful tools for developing fundamental understanding of corrosion phenomena. However, there are some limitations to the abilities of current electrochemical techniques and some needs for the future. This paper describes the status of electrochemical techniques, their limitations, where non-electrochemical methods are required, and future needs in the field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCorrosion. =650 \0$aElectrochemical tests. =650 \0$aAnticorrosion. =650 \0$aCorrosion and anti-corrosives. =650 \0$aMetals$vDefects. =650 14$aElectrochemical tests. =650 24$aCorrosion. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140289.htm =LDR 03371nab a2200529 i 4500 =001 JTE20120277 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120277$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120277$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.76.C65 =082 04$a005.4/53$223 =100 1\$aSteinwolf, Alexander,$eauthor. =245 10$aVibration Testing by Non-Gaussian Random Excitations with Specified Kurtosis. Part I :$bDiscussion and Methods /$cAlexander Steinwolf. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aNon-Gaussian random vibration testing with kurtosis control is considered in the paper as a way of increasing or decreasing the excitation crest factor. An increase of crest factor is required for more accurate simulation of ground vehicle vibrations and the opposite action of crest factor decrease is useful in other applications, such as modal testing. Implementing kurtosis as an additional test specification leads to closed-form solutions for the requirement of the excitation high peak behavior being controlled simultaneously with the traditional power spectral density (PSD) control. A method of subjecting Gaussian signals to polynomial transformation is simpler but has an inherent tendency of introducing frequency distortions jeopardizing the PSD simulation. There is no such difficulty with another approach of phase manipulation in the inverse fast Fourier transform since the power spectrum is not influenced by the phases. A universal phase selection procedure capable of modeling non-Gaussian random excitations with a high or low kurtosis has been developed. Because of the analytical solution advantage, the proposed phase method can be implemented in automatic shaker testing systems with closed-loop control. This paper is the first in a series of two publications. Part II will present numerical and experimental results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKurtosis. =650 \0$aIFFT phases. =650 \0$aCrest factor. =650 \0$aShaker testing. =650 \0$aTransformation programme. =650 \0$aOptimisation programme. =650 \0$aAlgorithme polynomial. =650 14$aShaker testing. =650 24$aKurtosis. =650 24$aCrest factor. =650 24$aIFFT phases. =650 24$aPolynomial transformation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120277.htm =LDR 02810nab a2200577 i 4500 =001 JTE20130153 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130153$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130153$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR859.7.A78 =082 04$a610.28$223 =100 1\$aSenthilkumar, S.,$eauthor. =245 10$aImpact of Using a Novel Emotional Intelligent Controller for Induction Motor Speed Control /$cS. Senthilkumar, S. Vijayan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThis paper presents the design and simulation of a high-performance brain emotional learning and fuzzy-based intelligent controller (BELFBIC) for three-phase induction motor V/f speed control. V/Hz control is simple and relatively easy to implement. It provides motor performance that is adequate for most applications. For the first time, this new design brain emotional learning and fuzzy-based intelligent controller is used for a space vector pulse width modulation inverter fed induction motor V/f speed control. A comparative analysis with a PID controller and a fuzzy controller is also carried out. The simulation is carried out by MATLAB/Simulink. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuzzy control. =650 \0$aV/f speed control. =650 \0$aEmotional learning. =650 \0$aInduction motor (IM) =650 \0$aIntelligent controller. =650 \0$aExpert Systems. =650 \0$aFuzzy Logic. =650 \0$aInteligencia artificial. =650 14$aEmotional learning. =650 24$aInduction motor (IM) =650 24$aIntelligent controller. =650 24$aBELFBIC. =650 24$aPID. =650 24$aFuzzy control. =650 24$aV/f speed control. =700 1\$aVijayan, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130153.htm =LDR 03290nab a2200565 i 4500 =001 JTE20120254 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120254$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120254$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR263.O4 =082 04$a771.3/3$223 =100 1\$aYang, Bao,$eauthor. =245 14$aThe Deformation Measurement and Analysis on Meso-Structure of Aluminum Foams During SHPB Test /$cBao Yang, Liqun Tang, Yiping Liu, Zejia Liu, Zhenyu Jiang, Daining Fang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe split Hopkinson pressure bar (SHPB) is most widely used to measure the dynamic mechanical properties of materials. Such a testing methodology implies the assumption of uniform deformation during an impact test. However, the experimental verification of this assumption for aluminum foams has, as yet, been unreported. In this paper, a test system combining the SHPB with a high-speed digital camera was designed and constructed to study the problem. In the system, the synchronization between SHPB and the high-speed digital camera, the lighting, and the surface treatment of specimen are established. The deformation of meso-structure of aluminum foams during the SHPB impact was observed successfully; furthermore, the localized strains along the specimens were measured quantitatively. Experimental results show that the deformation is non-uniform; that means the assumption of uniform deformation for aluminum foam is not well satisfied. Therefore, a need exists for some modifications to characterize the dynamic mechanical properties of aluminum foams by SHPB. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum foams. =650 \0$aMeso-deformation. =650 \0$aHigh speed digital camera. =650 \0$aOlympus camera. =650 \0$aPhotography$xDigital techniques$vHandbooks, manuals, etc. =650 \0$aDigital cameras. =650 14$aSHPB. =650 24$aHigh speed digital camera. =650 24$aAluminum foams. =650 24$aMeso-deformation. =700 1\$aTang, Liqun,$eauthor. =700 1\$aLiu, Yiping,$eauthor. =700 1\$aLiu, Zejia,$eauthor. =700 1\$aJiang, Zhenyu,$eauthor. =700 1\$aFang, Daining,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120254.htm =LDR 03721nab a2200553 i 4500 =001 JTE20120236 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120236$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120236$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL875 =082 04$a620.419$223 =100 1\$aJanaki Ramulu, Perumalla,$eauthor. =245 10$aInfluence of Shoulder Diameter, Plunge Depth, Welding Speed, Rotational Speed on the Tensile Behavior of Friction Stir Welded AA 6061-T6 Sheets /$cPerumalla Janaki Ramulu, R. Ganesh Narayanan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aIn the present work, the effect of a few important process parameters like shoulder diameter, plunge depth, welding speed, rotational speed on the tensile behavior, namely flow strength, elongation, and hardness are studied. The relation between the thickness gradient of friction stir welded (FSW) sheets developed during the forming and strain hardening exponent of weld zone and elongation improvement has been explored. Micro-hardness showed a decreasing trend, from the base material to the centre of the nugget zone, except near the transition zone. With increase in shoulder diameter and welding speed, hardness has increased. However, with increase in plunge depth and rotational speed, hardness has decreased. The plunge depth effect on hardness distribution is negligible. The FSW sheets showed a decreased flow stress and improved elongation when compared to base material. The overall elongation of FSW sheets and weld zone has improved with increase in plunge depth, shoulder diameter, and rotational speed in most of the cases, while welding speed has shown insignificant effect. The thickness gradient is found to be severe in un-welded blanks as compared to FSW blanks. With increase in shoulder diameter, plunge depth, and rotation speed, the thickness gradient is found to decrease, while welding speed showed negligible effect. With improvement in strain hardening exponent of FSW sheets and weld zone with respect to changing welding conditions, the thinning gradient has reduced improving the overall elongation of welded sheets in most of the cases. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHardness. =650 \0$aElongation. =650 \0$aTensile properties. =650 \0$aWelding conditions. =650 \0$aFriction stir welding. =650 \0$aSpace sciences. =650 \0$aSpace stations. =650 \0$aWelding. =650 14$aFriction stir welding. =650 24$aTensile properties. =650 24$aElongation. =650 24$aHardness. =650 24$aWelding conditions. =700 1\$aGanesh Narayanan, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120236.htm =LDR 02920nab a2200517 i 4500 =001 JTE20120312 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120312$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120312$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD2741 =082 04$a658.4$223 =100 1\$aLo, Keng-Hsin,$eauthor. =245 14$aThe Effects of Ownership Structure and Board Characteristics :$bEvidence From Chinese SOEs /$cKeng-Hsin Lo, Bao-Ren Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b57 =520 3\$aExisting studies have failed to reach the consistent conclusion about the differences in performance between state-owned enterprises (SOEs) and non-SOEs. A sample of Chinese-listed firms from the period 2003-2011 is used in this study for fixed-effects panel data regression, providing up-to-date evidence related to the accounting and market performance of Chinese SOEs. The results enhance our understanding of the Chinese corporate governance mechanism, and offer cross-sectional implications for other emerging countries. We find that, in China, non-SOEs perform significantly better than SOEs. In addition, the Chinese SOEs have more complex agency problems, and the entrenchment effect seems to dominate the alignment effect for these firms. The findings also suggest that board characteristics including independent directors and CEO duality, are detrimental to the performance of the Chinese SOEs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOwnership structure. =650 \0$aCorporate governance. =650 \0$aBoard characteristics. =650 \0$aDirectors of Corporations. =650 \0$aBusiness & Economics$xCorporate Governance. =650 14$aBoard characteristics. =650 24$aChina. =650 24$aCorporate governance. =650 24$aOwnership structure. =650 24$aSOEs. =700 1\$aLin, Bao-Ren,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120312.htm =LDR 03624nab a2200553 i 4500 =001 JTE20120278 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120278$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120278$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.76.C65 =082 04$a005.4/53$223 =100 1\$aSteinwolf, Alexander,$eauthor. =245 10$aVibration Testing by Non-Gaussian Random Excitations with Specified Kurtosis. Part II :$bNumerical and Experimental Results /$cAlexander Steinwolf. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis paper is a follow-up to a preceding paper (Part I) in which two methods of non-Gaussian random vibration testing with adjustable kurtosis were introduced and motivation for kurtosis control as a way of increasing or decreasing the excitation crest factor was discussed. The current paper (Part II) adds numerical examples of automobile vibration simulation and experimental results for a kurtosis upgrade implemented in the same form of closed-loop control as in industrial shaker controllers. It was observed in experiments that the dynamic range of a kurtosis controller based on the polynomial transformation method was reduced and the handling of resonances worsened notably. These problems also arise with the sigma clipping technique of crest factor limiting. However, there are no such difficulties with the non-Gaussian method of phase manipulation in the inverse fast Fourier transform (IFFT). When using this method, the signal-to-noise ratio, the controller's dynamic range, and the stabilization time are as good as in standard Gaussian random testing. Evaluation of the performance of the proposed phase selection algorithm has shown that for increased kurtosis it ensures realistic variability of high peaks in terms of their amplitudes and positions, as well as the number of severe peaks per data block. Because of the analytical solution advantage, both methods, the polynomial transformation and the phase selection, meet time restrictions critical for the operation of shaker testing controllers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKurtosis. =650 \0$aIFFT phases. =650 \0$aCrest factor. =650 \0$aShaker testing. =650 \0$aSigma clipping. =650 \0$aTransformation programme. =650 \0$aOptimisation programme. =650 \0$aAlgorithme polynomial. =650 14$aShaker testing. =650 24$aKurtosis. =650 24$aCrest factor. =650 24$aIFFT phases. =650 24$aPolynomial transformation. =650 24$aSigma clipping. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120278.htm =LDR 02763nab a2200541 i 4500 =001 JTE20130001 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130001$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130001$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC386.2 =082 04$a616.8/047$223 =100 1\$aWu, Y.,$eauthor. =245 10$aExperimental Research of Thermal-Oxidative Aging on the Mechanics of Aero-NBR /$cY. Wu, D. Wang, W. Zhang, J. Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn order to analyze the rules of thermal-oxidative aging on the mechanics of Aero-NBR, a hot air accelerated aging test platform is designed and used to research the influence of thermal-oxidative aging on Aero-NBR's mechanical property. The experimental results show that the tensile strength of Aero-NBR increases with increasing aging time under a certain temperature, and the elongation at failure first increases and then decreases; under the effect of pressure load, the compression stress relaxation factor decreases with time: the higher the temperature, the faster the stress relaxes. Furthermore, the compression permanent deformation increases with time when the temperature is fixed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging mechanism. =650 \0$aChange of properties. =650 \0$aThermal-oxidative aging. =650 \0$aFree radicals (Chemistry)$xMechanism of action. =650 \0$aFree Radicals. =650 \0$aAging. =650 14$aAero-NBR. =650 24$aThermal-oxidative aging. =650 24$aChange of properties. =650 24$aAging mechanism. =700 1\$aWang, D.,$eauthor. =700 1\$aZhang, W.,$eauthor. =700 1\$aZhang, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130001.htm =LDR 02707nab a2200505 i 4500 =001 JTE20130016 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130016$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130016$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aYoung, Lih-jier,$eauthor. =245 10$aRemaining Life Assessment of Low-Pressure Turbine Rotor Using Monte Carlo Simulation /$cLih-jier Young, Bo-Han Yeh, Phansia Rose Young. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis paper presents the development of a fracture-mechanics-based probability analysis that can be used to estimate the remaining life of a low-pressure turbine with an unstable fracture in the rotor disk keyway. The analysis focuses on the stability of crack growth of a semi-elliptical flaw in the rotor disk keyway. The crack stability is judged on the basis of linear elastic fracture mechanics. Then the Monte Carlo technique is introduced to deal with several random variables. Based on the evaluation results, the probability of failure of observed crack indications can be determined. The inspection interval could be justified. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRandom number generator. =650 \0$aFracture mechanics. =650 \0$aFracture mechanics$xMathematical models. =650 14$aMonte Carlo simulation. =650 24$aProbabilistic fracture mechanics. =650 24$aRandom number generator. =650 24$aStress corrosion cracking. =650 24$aFracture appearance transition temperature. =700 1\$aYeh, Bo-Han,$eauthor. =700 1\$aYoung, Phansia Rose,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130016.htm =LDR 03298nab a2200565 i 4500 =001 JTE12250J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12250J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12250J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aYoshida, N.,$eauthor. =245 10$aFormation of Shear Bands in Model Ground Composed of Aluminum Rods Beneath a Footing /$cN. Yoshida, T. Bettou, M. Wakita. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn this study, a series of bearing capacity tests were carried out on a model ground composed of aluminum rods in order to investigate the initiation and development of shear bands during loading. This paper describes the test apparatus, the methods of testing and data treatment, and some of the test results. Two types of model grounds were prepared depending upon whether the aluminum rods used were single-diameter or two different diameters. During the loading test, by utilizing both front and back of the test apparatus, detailed observations were made on the global deformation of the model ground, on the translational and rotational movements of selected aluminum rods, and on the change of void ratio. It is shown that, in the case of the single-diameter aluminum rods, the slip surface was observed and that dilatancy behavior was noted at the boundary. In the case of the aluminum rods with two different diameters, discontinuous shear bands defining a so-called plastic flow zone were observed, which were initiated at the bottom corners of the footing and extended diagonally downwards. The rotational behavior of the rods differed inside and outside the plastic flow zone, particularly near the boundaries. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFootings. =650 \0$aShear bands. =650 \0$aPlastic flow. =650 \0$aSlip surface. =650 \0$aShear failure. =650 \0$aFoundation structures. =650 \0$aShear (Mechanics) =650 14$aFootings. =650 24$aFoundation structures. =650 24$aPlastic flow. =650 24$aShear bands. =650 24$aShear failure. =650 24$aSlip surface. =700 1\$aBettou, T.,$eauthor. =700 1\$aWakita, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12250J.htm =LDR 02850nab a2200541 i 4500 =001 JTE12256J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12256J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12256J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aLi, W.,$eauthor. =245 10$aSensitivity Analysis of the Small Specimen Bulge Test by the Finite Element and the Taguchi Methods /$cW. Li, TK. Hellen, DJ. Brookfield, JE. Mottershead, M. Whelan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aSmall punch and bulge tests have been applied to determine material properties from small specimens in the power generation industry for a number of years. This paper applies the finite element (FE) and the Taguchi methods to carry out the sensitivity analysis of the small specimen bulge test to variations of seven parameters. The FE model takes into account elastic/plastic material properties, large strain, and contact behavior with friction. The sensitivity of the punch force to the variation of these parameters has been studied. The relationship between the maximum punch force and the punch displacement and the yield stress of the tested sample has been identified using the orthogonal polynomial regression technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBulge test. =650 \0$aTaguchi method. =650 \0$aSensitivity analysis. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aBulge test. =650 24$aSensitivity analysis. =650 24$aFinite element analysis. =650 24$aTaguchi method. =700 1\$aHellen, TK.,$eauthor. =700 1\$aBrookfield, DJ.,$eauthor. =700 1\$aMottershead, JE.,$eauthor. =700 1\$aWhelan, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12256J.htm =LDR 02508nab a2200493 i 4500 =001 JTE12257J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12257J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12257J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aTurner, D.,$eauthor. =245 12$aA Finite Element Analysis of the Stress Intensity Resulting from Single-Edge Precracked Beam Loading Conditions /$cD. Turner, KA. Kibble. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe single-edge precracked-beam (SEPB) fracture toughness method has been investigated using finite element methods to analyze the stress intensity (KI) resulting from variations in bridge span, punch length, and virtual crack length. A two-dimensional half-plane, semi-infinite model was used to approximate the stress intensity from a fit of the nodal displacements of a crack face under SEPB loading conditions. The finite element method models the crack in situ, using six-node triangular elements specified around a singular point that simulates the crack tip. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress intensity. =650 \0$aBridge indentation. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aFracture toughness testing. =650 24$aBridge indentation. =650 24$aSEPB. =650 24$aStress intensity. =700 1\$aKibble, KA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12257J.htm =LDR 02955nab a2200517 i 4500 =001 JTE12259J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12259J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12259J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aVangi, D.,$eauthor. =245 10$aUltrasonic Technique for Experimental Evaluation of Structural Integrity /$cD. Vangi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aAn approach for an entirely experimental evaluation of the structural integrity of components or structures is presented. The approach is based on measurement, through ultrasonic techniques, of the effects induced on the local stress field by the presence of flaws in a structure. Due to the phenomenon of acoustoelasticity, such effects produce a variation in ultrasonic wave propagation velocity. From measurement of the wave propagation time within the material it is possible to calculate directly the stress intensity factors KI and KII, even in the case of mixed mode. The typical measurement chains for classic ultrasonic inspection are utilized in this approach. It is suitable in particular for utilization in conjunction with automated ultrasonic inspection techniques, inserting high-frequency transducers in the array of probes, and utilizing suitable analysis software. The results of tests conducted on specimens with fatigue cracks in different load conditions are reported. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustoelasticity. =650 \0$aMixed mode fracture. =650 \0$aUltrasonic velocity. =650 \0$aStructural integrity. =650 \0$aStress intensity factor. =650 \0$afracture mechanics. =650 14$aStructural integrity. =650 24$aAcoustoelasticity. =650 24$aStress intensity factor. =650 24$aUltrasonic velocity. =650 24$aMixed mode fracture. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12259J.htm =LDR 02499nab a2200529 i 4500 =001 JTE12260J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12260J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12260J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aSevini, F.,$eauthor. =245 14$aThe AMES Network Strategy Developments in the 5th Euratom Framework Program /$cF. Sevini, L. Debarberis, K. Törrönen, LM. Davies. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe AMES (Aging Materials Evaluation and Studies) Network started its activity in 1993 with the aim of studying the consequences and the mechanisms of the aging process in materials used for nuclear reactor components. Together with ENIQ, NESC, and EPERC, it forms the so-called "Structural Integrity of Industrial Components" cluster of networks operated by the Joint Research Centre-Institute for Advanced Materials of the European Commission. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModel alloys. =650 \0$aNondestructive testing. =650 \0$aIrradiation embrittlement. =650 \0$aQuality control. =650 \0$aEngineering inspection. =650 14$aAMES Network. =650 24$aIrradiation embrittlement. =650 24$aNondestructive testing. =650 24$aModel alloys. =700 1\$aDebarberis, L.,$eauthor. =700 1\$aTörrönen, K.,$eauthor. =700 1\$aDavies, LM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12260J.htm =LDR 02659nab a2200505 i 4500 =001 JTE12254J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12254J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12254J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2301 =082 04$a691.1$223 =100 1\$aLi, Y.,$eauthor. =245 10$aEmpirical Models Depicting Grain Angle Effects on Load-Embedment Response of Dowel-Type Fasteners in Wood /$cY. Li, YH. Chui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aPredicting the moment-rotation response of a multifastener timber joint requires the use of empirical models that describe adequately the influence of load-to-grain angle on embedment response of wood under a dowel fastener. This paper presents two models. The first model describes the relationship between load, embedment, and load-to-grain angle, and can be used for predicting moment-rotation response of a multifastener joint. The second model relates the ultimate embedment at failure to load-to-grain angle. This second model is intended for predicting failure of timber joints. Comparison with test data confirms the suitability of these models to describe the influence of load-to-grain angle on embedment response of wood. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEmpirical model. =650 \0$aWood grain angle. =650 \0$aEmbedment property. =650 \0$aBuilding, Wooden. =650 \0$aTimber joints. =650 14$aEmbedment property. =650 24$aWood grain angle. =650 24$aTimber joints. =650 24$aEmpirical model. =700 1\$aChui, YH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12254J.htm =LDR 02971nab a2200517 i 4500 =001 JTE12251J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12251J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12251J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aDonne, CD.,$eauthor. =245 10$aJ-Integral Evaluation of Single-Edge Notched Specimens under Mixed-Mode I/II Loading /$cCD. Donne, A. Pirondi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aStandard test methods of mixed-mode fracture toughness still do not exist, even though a decrease of fracture toughness with increasing Mode II (shear components) has been observed for a number of steels. A J-estimation scheme for mixed-mode loaded single-edge notched specimens is therefore developed in this paper. In accordance with the ASTM Standard E 1820-99, the evaluation of the plastic part of J is based on the measurement of the dissipated plastic energy weighted by a ?pl-factor. Two different approaches for the ?pl-factor are derived. Factors from both showed good correlation with finite element calculations for the specific case of a compact-tension-shear specimen (C(TS)), Finally, a simple clip gage setup for the measurement of the crack-opening displacements needed for the evaluation of the dissipated plastic energy is presented. The problem of the qualification of the mixed-mode crack initiation data is not specifically addressed, but some general comments on this topic are given at the end of the paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aMixed mode. =650 \0$aDuctile fracture. =650 \0$afracture mechanics. =650 14$aDuctile fracture. =650 24$aMixed mode. =650 24$aC(TS) specimen. =650 24$aJ-integral. =650 24$a?-factor. =650 24$aCrack displacement measurement. =700 1\$aPirondi, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12251J.htm =LDR 02728nab a2200517 i 4500 =001 JTE12252J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12252J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12252J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS300 =082 04$a658/.96/9105$223 =100 1\$aTronskar, JP.,$eauthor. =245 10$aDirect Measurement of Displacement in Instrumented Charpy Impact Testing for Structural Integrity Assessment /$cJP. Tronskar, MA. Mannan, MO. Lai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe present research aims to develop a method for the direct measurement of load-line displacement during instrumented Charpy impact tests. The method involves direct measurement of the load-line displacement using a laser interferometer in addition to the load-line displacement derived from the load signal by double integration according to standard procedures. The ISO striker edge is instrumented with a piezoelectric sensor and the system is calibrated in situ in the impact tester as recommended by ISO 14556:2000 Steel Charpy V-notch Pendulum Impact Test-Instrumented Test Method, using a 0.5% accuracy reference load cell and a hydraulic jack system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aDynamic yield strength. =650 \0$aSteel$vPeriodicals. =650 \0$aIndustrial management$vPeriodicals. =650 14$aSteel. =650 24$aInstrumented impact testing. =650 24$aDirect measurement of load-line displacement. =650 24$aDynamic crack resistance curves. =650 24$aDynamic yield strength. =700 1\$aMannan, MA.,$eauthor. =700 1\$aLai, MO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12252J.htm =LDR 03371nab a2200649 i 4500 =001 JTE12258J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12258J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12258J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1715 =082 04$a621.4024$223 =100 1\$aZarr, RR.,$eauthor. =245 10$aCalibration of Thin Heat Flux Sensors for Building Applications Using ASTM C 1130 /$cRR. Zarr, V. Martinez-Fuentes, JJ. Filliben, BP. Dougherty. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aCalibration measurements of thin heat flux sensors for building applications are presented. The findings support the continued development of precision and bias statements for ASTM Practice C 1130. Measurements have been conducted using a 1016 mm diameter guarded hot plate apparatus (Test Method C 177) from 10°C to 50°C and for a heat flux range of ± 13 W/m2. The option of using a 610 mm heat flow meter apparatus (Test Method C 518) to calibrate the heat flux sensors is also explored. Experimental designs are presented to compare test methods, evaluate which parameters affect the sensor output, and determine the functional relationship between the sensor output and applied heat flux. The study investigates two sizes of sensors fabricated by one manufacturer. Sensor equivalency, grouped by size, is evaluated to determine whether a calibration based on a subset of sensors will suffice or if extensive individual calibrations are needed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalibration. =650 \0$aRepeatability. =650 \0$aHeat flow meter. =650 \0$aHeat flux sensor. =650 \0$aGuarded hot plate. =650 \0$aThermal insulation. =650 \0$aBuilding technology. =650 \0$aThermal conductance. =650 \0$aInsulation (Heat) =650 \0$aBuildings$xThermal properties. =650 \0$aArchitecture and energy conservation. =650 14$aBuilding technology. =650 24$aCalibration. =650 24$aGuarded hot plate. =650 24$aHeat flow meter. =650 24$aHeat flux sensor. =650 24$aRepeatability. =650 24$aThermal conductance. =650 24$aThermal insulation. =700 1\$aMartinez-Fuentes, V.,$eauthor. =700 1\$aFilliben, JJ.,$eauthor. =700 1\$aDougherty, BP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12258J.htm =LDR 02827nab a2200541 i 4500 =001 JTE12253J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12253J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12253J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE389.625 =082 04$a552/.5$223 =100 1\$aSingh, DN.,$eauthor. =245 10$aFalling Head Hydraulic Conductivity Tests in a Geotechnical Centrifuge /$cDN. Singh, AK. Gupta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aPermeability of geomaterials is the most important parameter involved in the assessment of advection of groundwater and contaminants in the subsurface and for the design of barriers to contain hazardous wastes. Evaluation of the permeability of soils by employing a geotechnical centrifuge, where centrifugal acceleration is used to simulate the prototype conditions, is an area of current research interest. This paper presents a working methodology that can be employed for measuring the hydraulic conductivity of compacted fine-grained soils in a geotechnical centrifuge. Two different hydraulic conductivity setups have been developed for silty sand and clays. The paper also studies the effect of sample length, the limiting acceleration levels, and the time of centrifugation on the hydraulic conductivity measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilty sand. =650 \0$aMarine clay. =650 \0$aCentrifuge tests. =650 \0$aFalling-head tests. =650 \0$aHydraulic conductivity. =650 \0$aClay minerals. =650 \0$aFacies (Geology) =650 14$aHydraulic conductivity. =650 24$aCentrifuge tests. =650 24$aFalling-head tests. =650 24$aSilty sand. =650 24$aMarine clay. =700 1\$aGupta, AK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12253J.htm =LDR 02956nab a2200565 i 4500 =001 JTE12255J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12255J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12255J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aGrendahl, S.,$eauthor. =245 14$aThe Effects of Residual Stress, Loading, and Crack Geometry on SEPB Fracture Toughness Test Results /$cS. Grendahl, R. Bert, K. Cho, I. Bar-On. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aUse of the single-edge precracked beam (SEPB) specimen with the "bridge indentation" method is one of the new ASTM standard test methods for the determination of fracture toughness of advanced ceramics. In support of this effort, the effects of several test parameters on the fracture toughness values were established. The effects of the residual stress due to the indent, the alignment in three- and four-point bending, and the crack front straightness on the fracture toughness values were determined using aluminum nitride specimens. The results show that indent loads should be kept below 100 N (10 kg), and the crack plane angle should be less than 5° in order to prevent artificially high fracture toughness values. Crack front straightness requirements can be less stringent than generally accepted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack plane. =650 \0$aResidual stress. =650 \0$aAluminum nitride. =650 \0$aFracture toughness. =650 \0$aCrack front straightness. =650 \0$aresidual stresses. =650 \0$aMechanical prestressing. =650 14$aFracture toughness. =650 24$aResidual stress. =650 24$aAluminum nitride. =650 24$aCrack plane. =650 24$aCrack front straightness. =700 1\$aBert, R.,$eauthor. =700 1\$aCho, K.,$eauthor. =700 1\$aBar-On, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12255J.htm =LDR 03494nab a2200517 i 4500 =001 JTE102731 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102731$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102731$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a627/.82$223 =100 1\$aSevim, Bar?s,$eauthor. =245 10$aModal Parameter Identification of a Prototype Arch Dam Using Enhanced Frequency Domain Decomposition and Stochastic Subspace Identification Techniques /$cBar?s Sevim, Alemdar Bayraktar, Ahmet Can Altunisik, Süleyman Adanur, Mehmet Akköse. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aIn this study, dynamic characteristics of a prototype arch dam-reservoir-foundation model are determined by operational modal analysis method using frequency and time domain techniques. For this purpose, a prototype arch am-reservoir-foundation model is constructed in laboratory conditions. Ambient vibration tests were conducted to the arch dam to identify its natural frequencies, mode shapes, and damping ratios. Natural excitations such as small impact effects were used to vibrate the arch dam. Sensitivity accelerometers were used to collect signals from the measurements. Measurements were recorded for empty and full reservoirs. The signals collected from the tests were processed by operational modal analysis software, and the dynamic characteristics of the dam were estimated using enhanced frequency domain decomposition and stochastic subspace identification techniques. The dynamic characteristics obtained from both techniques are close to each other. It can be stated that the both enhanced frequency domain decomposition and stochastic subspace identification techniques are very useful to identify the modal parameter of the prototype arch dam. In addition, it is observed that there is 20-25 % difference between natural frequencies for empty and full reservoirs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic characteristic. =650 \0$aMaterials$xDynamic testing. =650 \0$aArch dams. =650 14$aDynamic characteristic. =650 24$aEnhanced frequency domain decomposition. =650 24$aPrototype arch dam-reservoir-foundation model. =650 24$aStochastic subspace identification. =700 1\$aBayraktar, Alemdar,$eauthor. =700 1\$aAltunisik, Ahmet Can,$eauthor. =700 1\$aAdanur, Süleyman,$eauthor. =700 1\$aAkköse, Mehmet,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102731.htm =LDR 03156nab a2200493 i 4500 =001 JTE102774 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102774$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102774$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.78 =082 04$a620/.43$223 =100 1\$aSariisik, Ali,$eauthor. =245 10$aQuality Control of Turkish Calcareous Natural Stone Using the Merkont System /$cAli Sariisik, Gencay Sariisik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aIn this study, a new statistical derivation system named Merkont (Marble Control) was developed for the quality control of calcareous natural stone types used as industrial marble. A new classification was made via Merkont (Marble Control) system by taking into consideration the porosity values of 45 different natural stones collected from different parts of Turkey. Within the scope of this system, Analysis of Variance: Nested Sampling (Optional) method was used as the statistical system. Natural stones were classified into five different groups on the basis of porosity change. These natural stones were subjected to mineralogical-petrographical analyses for examining the relationship between this classification, porosity types, and checking the accuracy of porosity change limit values. In these analyses, porosity value of very small crystalline marbles was found to be low and the porosity value of the porous travertines was found to be significantly high. In addition, variance range and standard deviation values of each group were reflected in the quality control curve. It was concluded that as the variance range increased, in turn, the quality decreased in parallel with the increase in porosity values of the natural stones. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNatural stone. =650 \0$aStatistical derivation. =650 \0$aSurfaces$xAreas and volumes. =650 \0$aPorosity. =650 14$aNatural stone. =650 24$aPorosity. =650 24$aStatistical derivation. =650 24$aQuality assessment/control. =700 1\$aSariisik, Gencay,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102774.htm =LDR 03047nab a2200529 i 4500 =001 JTE102382 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102382$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102382$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA445 =082 04$a620.1/3723$223 =100 1\$aYu, Myoung-Youl,$eauthor. =245 14$aThe Application of Various Indicators for the Estimation of Carbonation and pH of Cement Based Materials /$cMyoung-Youl Yu, Jae-Yong Lee, Chul-Woo Chung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aCarbonation decreases the pH of the concrete and breaks the passivity of reinforcing steel. Therefore, carbonation is related to potential rebar corrosion even though carbonation itself does not directly damage the integrity of the concrete. The phenolphthalein method, which is the most often used method of determining carbonation, however, has a reliability problem. Therefore, this research mainly focuses on the use of various indicators to find the possible substitutes for phenolphthalein. The early carbonation and pH of the carbonated specimen was also investigated using various indicators. It was found from the results that thymolphthalein was the best substitute for phenolphthalein, and a combination of phenolphthalein and thymolphthalein, tropaeolin O, and indigo carmine enabled us to estimate the early carbonation. This research also reported the successful application of various indicators which can be extended for the pH estimation of solid mortar specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIndicator. =650 \0$aCarbonation. =650 \0$aPH measurement. =650 \0$aPhenolphthalein. =650 \0$aReinforced concrete$xCorrosion. =650 \0$aReinforced concrete construction$xDeterioration. =650 14$aCarbonation. =650 24$aPhenolphthalein. =650 24$aIndicator. =650 24$aPH measurement. =700 1\$aLee, Jae-Yong,$eauthor. =700 1\$aChung, Chul-Woo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102382.htm =LDR 03190nab a2200529 i 4500 =001 JTE102196 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102196$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102196$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aGhaffarpour Jahromi, Saeed,$eauthor. =245 10$aMechanical Behavior of Nanoclay Modified Asphalt Mixtures /$cSaeed Ghaffarpour Jahromi, Behrooz Andalibizade, Ali Khodaii. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aPolymeric nanocomposites are among the most exciting and promising classes of materials discovered recently. A number of physical properties are successfully enhanced when a polymer is modified with small amount of nanoclay on condition that the clay is dispersed at nanoscopic level. In this research, comparative rheological tests on binders and mechanical tests on asphalt mixtures containing unmodified and nanoclay modified bitumen, were carried out. Two types of nanoclay were used: Nanofill-15 and Cloisite-15A. Rheological tests on binder were penetration, softening point, ductility, and aging effect. Mechanical tests on asphalt mixture were Marshall stability, indirect tensile strength, resilient modulus, diametric fatigue, and dynamic creep tests. Test results show that nanoclay can improve properties such as stability, resilient modulus, and indirect tensile strength and result in superior performance compared to that of unmodified bitumen under dynamic creep. Nanoclays do not seem to have beneficial effect on fatigue behavior in low temperature. Optimum binder content and void in total mixture increase by adding nanoclay to bitumen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNanoclay. =650 \0$aAsphalt mixture. =650 \0$aModified bitumen. =650 \0$aEngineering properties. =650 \0$aMinerals. =650 \0$aAggregates (Building materials) =650 14$aAsphalt mixture. =650 24$aModified bitumen. =650 24$aNanoclay. =650 24$aEngineering properties. =700 1\$aAndalibizade, Behrooz,$eauthor. =700 1\$aKhodaii, Ali,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102196.htm =LDR 03006nab a2200601 i 4500 =001 JTE102763 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102763$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102763$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.P6 =082 04$a547.84$223 =100 1\$aDiego, S.,$eauthor. =245 10$aExperimental Validation of an Adjustable Railway Fastening for Slab Track /$cS. Diego, J. A. Casado, I. Carrascal, J. A. Polanco, F. Gutiérrez-Solana. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aA railway infrastructure capable of supporting a high frequency of light and heavy traffic, sometimes at high speed, requires the implementation of a high quality track. A correct definition of all track components leads to a high degree of safety and comfort for travelers as well as reduced operating costs. One factor that determines the elastic behaviour of the track is the rail fastening system. In this paper, the mechanical, electrical, and environmental sustainability characterization tests based on European standards UNE-EN have been carried out, verifying that the TK04 fastening system with a lateral adjustment of ±1 cm, manufactured by ThyssenKrupp Gleistechnik GmbH, satisfies the conditions and requirements of European standards UNE-EN for installation on slab track systems for light rail. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aFastening. =650 \0$aStiffness. =650 \0$aClamping force. =650 \0$aLongitudinal restraint. =650 \0$aNylon. =650 \0$aPolymers. =650 \0$aPolyamide. =650 14$aFastening. =650 24$aPolyamide. =650 24$aClamping force. =650 24$aStiffness. =650 24$aLongitudinal restraint. =650 24$aFatigue. =700 1\$aCasado, J. A.,$eauthor. =700 1\$aCarrascal, I.,$eauthor. =700 1\$aPolanco, J. A.,$eauthor. =700 1\$aGutiérrez-Solana, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102763.htm =LDR 03136nab a2200565 i 4500 =001 JTE102778 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102778$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102778$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1892 =082 04$a678/.3$223 =100 1\$aZhang, L.,$eauthor. =245 12$aA Novel Measurement System for Dry Rubber Content in Concentrated Latex Based on Y-Type Optical Fiber /$cL. Zhang, Z. M. Zhao, X. D. Jin, L. Liu, G. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA new-style measurement system for dry rubber content in concentrated latex based on Y-type optical fiber is explained in this paper. The hardware of this system consists of light source, Y-type optical fiber, photodetector, and preamplifier, second-level amplifier for reducing temperature shift, analog-to-digital converter, and processor. The standard model of measurement system will be loaded into the processor used for data acquisition, processing, and output. The sensitivity of the system is enhanced through optimizing the signal source and detector; the incubator and reference signal designed here are used to eliminate the influence of the external factors, especially the temperature; the stability of the system can be improved by adopting efficient signal processing arithmetic. The experimental results show that this system cannot only measure the dry rubber content in concentrated latex rapidly and in real-time but also achieve the objective of anti-counterfeiting detection. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aData fitting. =650 \0$aDry rubber content. =650 \0$aMeasurement system. =650 \0$aY-type optical fiber. =650 \0$aPolymers$xAnalysis. =650 \0$aRubber. =650 \0$aRubber$xAnalysis. =650 14$aMeasurement system. =650 24$aDry rubber content. =650 24$aY-type optical fiber. =650 24$aData fitting. =700 1\$aZhao, Z. M.,$eauthor. =700 1\$aJin, X. D.,$eauthor. =700 1\$aLiu, L.,$eauthor. =700 1\$aChen, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102778.htm =LDR 03781nab a2200541 i 4500 =001 JTE102418 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102418$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102418$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aPunith, V. S.,$eauthor. =245 10$aEvaluation of Reclaimed Polyethylene-Modified Asphalt Pavements /$cV. S. Punith, A. Veeraragavan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aEvery year several million tons of low-density polyethylene (PE) carry bags are produced as waste in India. PE is not readily biodegradable and will persist in the environment in a more or less unchanged state for a considerable period of time. Also environmental problems are created due to dumping and also due to limited alternatives for recycling. Utilization of reclaimed PE is of great significance to developed/developing countries particularly for reduction in environmental pollution created due to dumping of PE bags. Since highways require huge amounts of construction materials, incorporation of only a small portion of recycled material will dispose of large quantity of PE bags. In the year 2002, conventional hot mix asphalt (HMA) (control) and PE-modified HMA (PEHMA) test sections were constructed along Outer Ring Road connecting National Highway-4 and Bangalore City. The performances of the control HMA and the PEHMA mixtures were evaluated periodically over a period of 5 years. The control HMA and PEHMA were subjected to a laboratory testing program that included tests to evaluate creep, indirect tensile strength, tensile strength ratio, resilient modulus (MR), gyratory properties, voids in total mixture, and bulk densities. Test results indicated that the PEHMA mixtures had lower moisture susceptibility, higher tensile strength, and resilient modulus. The gyratory properties and creep tests indicate that the PEHMA mixtures are more resistant to rutting. In-place performance was evaluated by pavement deflection and unevenness measurement for 5 years of the pavement's life. Field performance results indicated that wheel path cracking was observed on the control section and no cracks were observed on the PEHMA test section. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aRutting. =650 \0$aPolyethylene. =650 \0$aResilient modulus. =650 \0$aIndirect tensile strength. =650 \0$aavements, Asphalt$xAdditives. =650 \0$aPolymers$xMechanical properties. =650 14$aAsphalt. =650 24$aPolyethylene. =650 24$aResilient modulus. =650 24$aIndirect tensile strength. =650 24$aRutting. =700 1\$aVeeraragavan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102418.htm =LDR 03151nab a2200529 i 4500 =001 JTE102126 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102126$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102126$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aChehab, Ghassan R.,$eauthor. =245 10$aEvaluation of Slip Resistant Plates for Roadway Applications /$cGhassan R. Chehab, Vishal Kale. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe presented study aims at evaluating the performance of slip resistant plates used in roadway construction to cover trenches, ditches, and potholes. Characteristics of the plate, including the surface friction, corrosion susceptibility, and resistance to abrasion are evaluated. Comparisons based on those attributes among various types of plates are conducted. The merit of the presented study mainly lies in the methodology and techniques adopted in evaluating the plates rather than ranking their performance. A customized corrosion tank built according to ASTM standards is used to apply salt fog spray on all the plates to induce corrosion. Surface friction is measured using the British Pendulum Tester for both uncorroded plates and corroded plates. To evaluate the abrasion resistance, the surfaces are subjected to wear and abrasion induced by repetitive wheel trafficking applied using the one third-scale Model Mobile Load Simulator. The drop in surface friction as a function of degree of corrosion and loading cycles is measured at regular intervals to evaluate the resistance to abrasion for each plate. Recommendations for improving the durability of the plates with welded deposits are suggested. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMMLS3. =650 \0$aAbrasion. =650 \0$aRoadway plates. =650 \0$aAccelerated testing. =650 \0$aMetals$xDefects. =650 \0$aCorrosion. =650 14$aRoadway plates. =650 24$aMMLS3. =650 24$aAccelerated testing. =650 24$aCorrosion. =650 24$aAbrasion. =700 1\$aKale, Vishal,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102126.htm =LDR 03060nab a2200577 i 4500 =001 JTE102024 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102024$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102024$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a519.5$223 =100 1\$aChen, Jianjun,$eauthor. =245 10$aMeasurement of Micro Region Creep Deformation in the Multi-Layer Coating with Digital Speckle Correlation System /$cJianjun Chen, Hongyu Zhang, Shantung Tu, Fuzhen Xuan, Zhengdong Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA micro region measuring system has been developed to achieve the time-dependent deformation of multi-layer coating at high temperature. The proposed system uses a long-distance microscope and digital speckle correlation method to evaluate the full creep strain fields, which is especially suited for the long-term measurement of the nonuniform deformation. The creep tension tests are performed to obtain the creep strain distribution and evolution inside the thermal barrier coating specimen. According to the deformation measured from different micro regions, we obtained some fundamental knowledge about the time-dependent behavior of the failure mechanism in multi-layer coatings. The accuracy of the new measuring system and the corresponding error analyses are also discussed in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicro region. =650 \0$aImage analysis. =650 \0$aDigital speckle. =650 \0$aCorrelation method. =650 \0$aCreep strain measurement. =650 \0$aImage processing$xDigital techniques. =650 \0$aSpatial analysis (Statistics) =650 14$aCreep strain measurement. =650 24$aMicro region. =650 24$aImage analysis. =650 24$aDigital speckle. =650 24$aCorrelation method. =700 1\$aZhang, Hongyu,$eauthor. =700 1\$aTu, Shantung,$eauthor. =700 1\$aXuan, Fuzhen,$eauthor. =700 1\$aWang, Zhengdong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102024.htm =LDR 03061nab a2200565 i 4500 =001 JTE102638 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102638$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102638$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE200 =082 04$a625.8/4$223 =100 1\$aChung, Chul-Woo,$eauthor. =245 10$aOn the Evaluation of Setting Time of Cement Paste Based on ASTM C403 Penetration Resistance Test /$cChul-Woo Chung, Maciej Mroczek, In-Young Park, Leslie J. Struble. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe standard setting test for setting of cement paste, ASTM C191, uses a very stiff dough with a low water content and does not give information about the gradual microstructural development over time due to hydration; but the standard test for concrete, ASTM C403, can be used on cement paste, is not limited to paste with low water content, and does give information about microstructural development. In this study, the C403 test procedure was modified to provide more reproducible data for cement paste, with the most important modification being to not remove bleed water. Since the purpose of ASTM C403 is to measure time of setting of mortar extracted from concrete, the values of penetration resistance in paste that correspond to initial and final set in concrete were determined: These values were 2 MPa for initial set and 14 MPa for final set. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSetting. =650 \0$aCement paste. =650 \0$aPenetration resistance. =650 \0$aPortland cement$xAdditives$xTesting. =650 \0$aWaste products as road materials. =650 \0$aCold weather construction. =650 \0$aCracking. =650 \0$aPortland cement concrete. =650 \0$aSetting (Concrete) =650 14$aPenetration resistance. =650 24$aSetting. =650 24$aCement paste. =700 1\$aMroczek, Maciej,$eauthor. =700 1\$aPark, In-Young,$eauthor. =700 1\$aStruble, Leslie J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102638.htm =LDR 02437nab a2200505 i 4500 =001 JTE102139 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102139$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102139$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN775 =082 04$a669.0282$223 =100 1\$aMarsh, Charles P.,$eauthor. =245 10$aExperimental Determination of Galvanic Anode Current Output for Common Geometries Used in Civil Works Applications /$cCharles P. Marsh, James B. Bushman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe current output from various common galvanic (sacrificial) anode geometries used in immersion service was experimentally determined. The results showed a specific functional dependence on exposed surface area and a scalable inverse relationship to the resistivity of the surrounding electrolyte medium. The use of this information as applied to cathodic protection design is also presented using three of the most readily available freshwater sacrificial anode metal alloys. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCivil works. =650 \0$aCurrent output. =650 \0$aGalvanic anodes. =650 \0$aAnodes. =650 \0$aElectrolysis. =650 14$aGalvanic anodes. =650 24$aCurrent output. =650 24$aCathodic protection design. =650 24$aCivil works. =700 1\$aBushman, James B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102139.htm =LDR 02858nab a2200529 i 4500 =001 JTE102759 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102759$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102759$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR853.S7 =082 04$a610/.7/27$223 =100 1\$aLee, Li-Tze,$eauthor. =245 10$aAnalysis of Financial Distress Prediction Models /$cLi-Tze Lee, Chiang Ku. Fan, Hsiang-Wen Hung, Yu-Chun Ling. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe purpose of this study is to evaluate financial and non-financial variables using the bankruptcy prediction model. Considering Taiwan companies listed between 2001 and 2005, the estimation sample comprises 140 firms (70 failing and 70 non-failing), and the validation sample comprises 52 firms (26 failing and 26 non-failing). In contrast to previous studies, this paper provides a corporate governance index as non-financial variables to predict financial distress along with financial index. Logistic regression is applied to examine these samples for 3 year data prior to business failure. In the estimation sample, the indexes combining both financial and corporate governance indexes gave the most accurate predictions. In the validation sample, the financial variables yielded the most accurate predictions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFinancial distress. =650 \0$aLogistic regression. =650 \0$aCorporate governance. =650 \0$aRegression analysis. =650 \0$aLogistic distribution. =650 \0$aBiometry$vmethods. =650 14$aFinancial distress. =650 24$aCorporate governance. =650 24$aLogistic regression. =700 1\$aFan, Chiang Ku.,$eauthor. =700 1\$aHung, Hsiang-Wen,$eauthor. =700 1\$aLing, Yu-Chun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102759.htm =LDR 03460nab a2200493 i 4500 =001 JTE102397 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102397$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102397$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.W4 =082 04$a671.5/2/0423$223 =100 1\$aSantos, M. J.,$eauthor. =245 10$aLamb Waves Technique Applied to the Characterization of Defects in Friction Stir Welding of Aluminum Plates :$bComparison with X-Ray and Ultrasonic C-Scan /$cM. J. Santos, J. B. Santos. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aFriction stir welding presents several advantages when compared with conventional arc welding processes, mainly in the welding of aluminum alloys. However, this welding technology leads to some degradation in the mechanical properties of welds, namely defect formation, which demands suitable nondestructive testing methods. The most common defects are mainly cold laps and voids, as a result of the large plastic deformation and hardening of the material as well as its complex flow behavior. In particular, the void appearance frequency may be correlated with the weld travel speed, though other welding parameters may contribute to the phenomenon. The purpose of this paper is to characterize such defects using conventional x-rays and ultrasonic C-scan, and a new method based on ultrasonic guided waves. The proposed new method presents as an attractive solution when large structures need to be inspected since propagation over long distances from a single probe position is possible with low attenuation. Additional characteristics such as straightforward inspection and testing fastness make the technique very cost effective. Test samples were fabricated using aluminum alloys of 3 mm in thickness, with different travel speeds and overlapping welds. This welding procedure gave rise to different defect sizes. Experimental results using both conventional and ultrasonic guided waves methods have confirmed the presence of the defects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeld defects. =650 \0$aFriction stir welding. =650 \0$aNondestructive testing. =650 \0$aWelded joints$xTesting. =650 \0$aWelded joints$xDefects$xMeasurement. =650 14$aFriction stir welding. =650 24$aNondestructive testing. =650 24$aWeld defects. =700 1\$aSantos, J. B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102397.htm =LDR 04057nab a2200565 i 4500 =001 JTE102591 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102591$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102591$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aUnderwood, B. Shane,$eauthor. =245 10$aUsing Limited Purchase Specification Tests to Perform Full Linear Viscoelastic Characterization of Asphalt Binder /$cB. Shane Underwood, Maryam Sadat Sakhaei Far, Y. Richard Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe linear viscoelastic dynamic modulus, |E*|, has become the primary material property of interest for asphalt concrete mixtures. The shift towards linear viscoelastic characterization of asphalt concrete is due in large part to national efforts to develop new fundamentally based pavement design tools and techniques. Within the pavement community, there is a substantial interest in using predictive models to estimate | E*| because key structural design decisions are based on its value. Moreover, for many projects, these critical decisions must be made even before the materials are selected. In response to the need for predictive capability, numerous equations have been developed, but most require knowing the asphalt binder shear modulus, |G*|. This property is currently measured as part of the purchase specification process, but it is not measured at enough temperatures and frequencies to be directly useful with these predictive models. Instead, agencies that want to use the predictive equations must complete additional testing that may require several days to complete and requires the purchase of more sophisticated equipment. It is the purpose of this paper to show ways that the specification data can be processed to provide nearly the same information as a more complete testing suite. This effort is possible because although the specification data are sparse, they still cover the range of conditions that need to be assessed. Additional surrogate models are needed to fully apply the proposed methodology, and the development and verification of these models are presented as well. The ability of the limited data calibration process to match characterization from more complete testing is demonstrated. Finally, it is shown that observed differences between the complete and limited calibration processes are reduced when applying two |E*| predictive models. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aSuperpave. =650 \0$aSpecification. =650 \0$aDynamic modulus. =650 \0$aLinear viscoelastic. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete. =650 14$aAsphalt. =650 24$aLinear viscoelastic. =650 24$aSuperpave. =650 24$aSpecification. =650 24$aAsphalt concrete. =650 24$aDynamic modulus. =700 1\$aFar, Maryam Sadat Sakhaei,$eauthor. =700 1\$aKim, Y. Richard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102591.htm =LDR 03662nab a2200529 i 4500 =001 JTE101836 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101836$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101836$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a519.5/36$223 =100 1\$aPapagiannakis, A. T.,$eauthor. =245 10$aHigh Speed Weigh-in-Motion Calibration Practices /$cA. T. Papagiannakis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis paper provides a summary of the weigh-in-motion (WIM) calibration practices used by state highway and load enforcement agencies in the United States. The detailed statistical data presented were collected through a web-based survey questionnaire. It covers three common WIM calibration practices, namely utilizing multiple passes of test trucks, utilizing traffic stream vehicles of known static weight, and employing only WIM data quality control (QC) techniques. To put the actual practice in perspective, an overview is provided of the current WIM calibration standard (ASTM E1318-02) and the new provisional standard for quantifying pavement roughness at the approach to WIM systems (AASHTO MP 14-05). Most agencies use a combination of two or more of these methods for WIM system calibration. The majority of agencies uses WIM data QC on a routine basis and they resort to one of the other two calibration methods when WIM data quality deteriorates. Test truck calibration typically involves one or two Class 9 trucks running at several speeds. Few of these agencies, however, perform actual pavement roughness measurements on the approach to the WIM sites. Agencies that use traffic stream vehicles of known static weight for WIM calibration obtain static weights manually using permanent static scales. The method involves up to 100 trucks selected by class, speed or both class and speed. Agencies use a variety of traffic elements and formulas for computing calibration factors. Similarly, a variety of traffic data element errors are computed and various approaches are used for computing calibration factors. In the light of these findings, the paper provides a number of recommendations for improving current WIM calibration practices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPractice. =650 \0$aTest truck. =650 \0$aQuality control. =650 \0$aWeigh-in-motion. =650 \0$aRegression analysis. =650 \0$aCalibration. =650 14$aWeigh-in-motion. =650 24$aWIM. =650 24$aCalibration. =650 24$aPractice. =650 24$aTest truck. =650 24$aQuality control. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101836.htm =LDR 03395nab a2200601 i 4500 =001 JTE12676J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12676J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12676J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA420 =082 04$a624.184$223 =100 1\$aVatovec, M.,$eauthor. =245 10$aTesting and Evaluation of Metal-Plate-Connected Wood Truss Joints /$cM. Vatovec, R. Gupta, T. Miller. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aFive different types of metal-plate-connected (MPC) wood joints from a scissors truss were tested to evaluate their behavior. All joints were tested in a unique testing apparatus where in-plane loads along with moments were applied to simulate loads carried by the truss members. Strength, stiffness, and failure modes for bottom chord splice joints at web (BSJ), heel joints (HJ), crown joints (CJ), bottom chord ridge joints (BRJ), and top chord splice joints at web (TSJ) were reported. The average strengths of the BSJ, HJ, CJ, BRJ, and TSJ were 51 200 N, 49 800 N, 33 000 N, 52 300 N, and 43 100 N, respectively. The average values of the rotational stiffness were 245 440 kNmm/rad, 249 600 kNmm/rad, 103 700 kNmm/rad, and 33 800 kNmm/rad for BSJ, HJ, BRJ, and TSJ, respectively. Average transitional stiffness values were 61.7 kN/mm for BSJ, 29.2 kN/mm for HJ, and 40.2 kN/mm for BRJ. The majority of bottom chord joints failed in plate tearing, whereas top chord joints generally failed in a web member withdrawal mode. The joint stiffness data were used in a preliminary finite element (FE) analysis of the same truss, and the analytical results compared well to actual full-scale truss test results. Stiffness and strength data will be used in a future FE study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJoints. =650 \0$aSplice. =650 \0$aTrusses. =650 \0$aWood engineering. =650 \0$aMetal-plate-connectors. =650 \0$aTimber$xCreep. =650 \0$aWood$xCreep. =650 \0$aTimber joints$xFatigue. =650 \0$aEngineering. =650 \0$aBuilding, Wooden. =650 14$aWood engineering. =650 24$aTrusses. =650 24$aJoints. =650 24$aMetal-plate-connectors. =650 24$aSplice. =650 24$aHeel. =700 1\$aGupta, R.,$eauthor. =700 1\$aMiller, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12676J.htm =LDR 02284nab a2200409 i 4500 =001 JTE12688J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12688J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12688J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aRiga, AT.,$eauthor. =245 10$aIntroduction to Engineering Materials :$bBehavior, Properties, and Selection /$cAT. Riga, CG. Scott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis text includes the best of many worlds: a quality introduction to materials engineering and selection, and up-to-date comparisons of material properties.The theme of this book is comparative properties.The 13 chapters and many case studies are rooted in clear and concise presentations of four major classes of materials, i.e., metals, ceramics, polymers, and composites, followed by information on electronic materials and environmental degradation of materials.The chapter on "Comparative Properties" highlights the differences among the various materials and the book is capped with an excellent chapter on "Material Selection.". =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals$xMechanical properties. =700 1\$aScott, CG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12688J.htm =LDR 02727nab a2200529 i 4500 =001 JTE12686J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12686J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12686J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156 =082 04$a658.5/62$223 =100 1\$aFaccini, EC.,$eauthor. =245 10$aEmpirical Determination of the Manufacturing Processes Which Affect EFP Liner Performance /$cEC. Faccini, HA. Woodbury. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper addresses a recent test series in which an L-8 Taguchi array was used to investigate the effect of various manufacturing factors on the formation of a high-performance aerostable flared explosively formed penetrator (EFP) and its subsequent effect on target. The purpose of the experiment was to develop a method of manufacturing liner blanks that would reduce variances in EFP performance. The factors investigated were: 1. Initial anneal of the material 2. Amount of work in the material prior to the initial anneal 3. Amount of material removed from the diameter of the material prior to forging 4. Forging temperature 5. Forging rate 6. Liner annealing temperature 7. Material lot number. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTaguchi. =650 \0$aEFP liner. =650 \0$aLiner performance. =650 \0$aManufacturing process. =650 \0$aQuality control$xStatistical methods. =650 \0$aTaguchi methods (Quality control) =650 \0$aExperimental design. =650 14$aEFP liner. =650 24$aTaguchi. =650 24$aManufacturing process. =650 24$aLiner performance. =700 1\$aWoodbury, HA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12686J.htm =LDR 02410nab a2200445 i 4500 =001 JTE12687J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12687J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12687J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC100 =082 04$a620.1/66$223 =100 1\$aHeberling, TG.,$eauthor. =245 10$aMinimum Thickness Requirements for Rockwell Hardness Testing /$cTG. Heberling, AR. Fee, EL. Tobolski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA study was performed in an attempt to resolve the conflicting thickness requirements for Rockwell hardness testing specified in ASTM Standard Test Methods E 18-93 and in ISO Standard 6508. Commercial standardized hardness test blocks were machined to "steps" of various thicknesses using a wire EDM (electrical discharge machining) process. Rockwell hardness tests were performed on the original standardized surface of these "stepped" blocks in an attempt to determine the minimum thicknesses required for reliable Rockwell hardness testing. The extremes of test force and hardness were investigated for both the diamond brale and 1/16 in. (1.588 mm) ball indenters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals$xTesting. =650 \0$aRockwell hardness. =650 \0$aThickness. =700 1\$aFee, AR.,$eauthor. =700 1\$aTobolski, EL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12687J.htm =LDR 02080nab a2200409 i 4500 =001 JTE12690J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12690J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12690J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA658.48 =082 04$a693/.852$223 =100 1\$aO'Conner, TF.,$eauthor. =245 10$aSimplified Building Design for Wind and Earthquake Forces /$cTF. O'Conner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIf you are not highly trained or experienced in engineering work, yet are interested in a practical and comprehensive treatment of the effects of lateral forces (wind and earthquake) on buildings, this book should prove beneficial. With this in mind, the authors have developed a basic text or self-study resource directed towards architects, builders, landscape architects, students, and others involved in the design and construction of buildings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWind resistant design. =650 \0$aEarthquake resistant design. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12690J.htm =LDR 02888nab a2200589 i 4500 =001 JTE12682J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12682J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12682J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2251.5 =082 04$a698$223 =100 1\$aSchutz, RW.,$eauthor. =245 10$aTi Roll-Clad Plate :$bMore Cost-Effective Plate Products for Utilizing Titanium and Zirconium Alloys in Chemical Processes /$cRW. Schutz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA new family of hot roll-bonded composite reactive metal plate products, known as Ti Roll-Clad Plate, was developed and offers significant cost savings over solid Ti Grade 7, Zr 702, Ni Cr-Mo, and Ni-Mo alloy plate for construction of chemical process equipment. Favorable economics with these plate products stem from more efficient reactive metal utilization, a simple plate manufacturing process, and applicability of conventional fabrication/welding methods. Numerous cladding metal and backer alloy combinations are possible for these plates, permitting optimization in alloy corrosion resistance and economics for process equipment used in the chemical, petrochemical, and pharmaceutic industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlate. =650 \0$aZirconium. =650 \0$aRoll-bonded. =650 \0$aTitanium alloys. =650 \0$aCorrosion resistance. =650 \0$aMetal cladding$xDesign and construction. =650 \0$aCladding. =650 \0$aMetal cladding. =650 \0$aHeat resistant alloys$xProtection. =650 \0$aOxidation$xChemical resistance. =650 14$aPlate. =650 24$aTitanium alloys. =650 24$aZirconium. =650 24$aRoll-bonded. =650 24$aChemical process equipment. =650 24$aCladding. =650 24$aCorrosion resistance. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12682J.htm =LDR 03627nab a2200841 i 4500 =001 JTE12684J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12684J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12684J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.Z65 =082 04$a620.1/89352$223 =100 1\$aYau, T-L,$eauthor. =245 10$aPerformance of Zirconium and Zirconium Alloys in Organics /$cT-L Yau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b46 =520 3\$aZirconium and its alloys are well known for their corrosion resistance in a broad range of inorganic and organic media. They have played a key role in advancing the production technologies of urea and formic, acetic, hydroxyacetic, lactic, and methacrylic acids, methyl methacrylate, rayon, alcohols, and phenolic resins, etc. Laboratory data and case histories are used to demonstrate the advantages of zirconium and its alloys. Compared to other engineering alloys, the use of zirconium and its alloys allows producers to make products of high quality by operating processes at higher temperatures/pressures for improved efficiency and yield. Unlike many metallic ions, zirconium produces colorless ions. Most transition metals produce ions of different colors depending on their valence state. An increasingly important advantage is that zirconium appears to be nontoxic and biocompatible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRayon. =650 \0$aAlcohols. =650 \0$aOrganics. =650 \0$aCorrosion. =650 \0$aZirconium. =650 \0$aAcetic acid. =650 \0$aFormic acid. =650 \0$aLactic acid. =650 \0$aWater effect. =650 \0$aCopper effect. =650 \0$aStress effect. =650 \0$aOrganic halides. =650 \0$aOrganometallics. =650 \0$aPhenolic resins. =650 \0$aMethacrylic acid. =650 \0$aHydroxyacetic acid. =650 \0$aMethyl methacrylate. =650 \0$aZirconium alloys$xHydrogen content. =650 \0$aZirconium alloys$xFracture. =650 \0$aNuclear reactors$xMaterials. =650 14$aZirconium. =650 24$aOrganics. =650 24$aUrea. =650 24$aFormic acid. =650 24$aAcetic acid. =650 24$aHydroxyacetic acid. =650 24$aLactic acid. =650 24$aMethyl methacrylate. =650 24$aMethacrylic acid. =650 24$aRayon. =650 24$aAlcohols. =650 24$aPhenolic resins. =650 24$aCorrosion. =650 24$aOrganic halides. =650 24$aOrganometallics. =650 24$aWater effect. =650 24$aStress effect. =650 24$aCopper effect. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12684J.htm =LDR 02377nab a2200481 i 4500 =001 JTE12681J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12681J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12681J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F54 =082 04$a620.1/93$223 =100 1\$aBanker, JG.,$eauthor. =245 10$aCommercial Applications of Zirconium Explosion Clad /$cJG. Banker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aApplications of process equipment manufactured from zirconium clad are reviewed. Six specific applications are summarized. These include two extensively used chemical process heat exchanger applications, three pressure vessel applications, and a kiln application. Clad fabrication processes are discussed. Clad specifications and common inspections and tests are reviewed and production test data are summarized. The compiled data indicate that zirconium-clad equipment provides reliable performance in environments in which zirconium is commonly used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZirconium. =650 \0$aClad metal. =650 \0$aExplosion clad. =650 \0$aFluorspar$xIndustrial applications. =650 \0$aZirconium oxide$xIndustrial applications. =650 14$aZirconium. =650 24$aClad metal. =650 24$aExplosion clad. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12681J.htm =LDR 03352nab a2200673 i 4500 =001 JTE12683J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12683J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12683J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.T54 =082 04$a620.1/89322$223 =100 1\$aOgawa, A.,$eauthor. =245 10$aDevelopment and Applications of Titanium Alloy SP-700 with High Formability /$cA. Ogawa, M. Niikura, C. Ouchi, K. Minikawa, M. Yamada. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA new ?-rich ? + ? titanium alloy, SP-700, was designed to improve hot workability and mechanical properties over Ti-6A1-4V alloy. The chemical composition of the alloy is Ti-4.5A1-3V-2Mo-2Fe, and particularly enhanced properties include superplasticity, hardenability, and fatigue strength. Owing to its extremely fine microstructure and low ?-transus temperature, SP-700 is superplastically formable at temperatures below 1073 K without significant increase in flow stress. More advantageously, diffusion bonding is also accomplished around this temperature. The low temperature SPF/DB process not only saves die material life and process costs, but also reduces alloy degradation from exposure at elevated temperatures, e.g., grain growth and oxidation. Isothermal and conventional hot forging are also performed better with SP-700 than ordinary titanium alloys like Ti6A1-4V. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSP-700. =650 \0$aHeat-treatment. =650 \0$aMicrostructure. =650 \0$aSporting goods. =650 \0$aTitanium alloy. =650 \0$aSuperplastic forming. =650 \0$aMechanical properties. =650 \0$aNonaerospace applications. =650 \0$aTitanium. =650 \0$aTitanium$xIndustrial applications. =650 \0$aTitanium alloys. =650 \0$aTitanium alloys$xIndustrial applications. =650 14$aTitanium alloy. =650 24$aSP-700. =650 24$aHeat-treatment. =650 24$aMicrostructure. =650 24$aMechanical properties. =650 24$aSuperplastic forming. =650 24$aNonaerospace applications. =650 24$aSporting goods. =700 1\$aNiikura, M.,$eauthor. =700 1\$aOuchi, C.,$eauthor. =700 1\$aMinikawa, K.,$eauthor. =700 1\$aYamada, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12683J.htm =LDR 03076nab a2200541 i 4500 =001 JTE12680J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12680J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12680J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.N83 =082 04$a616.07/54$223 =100 1\$aHo, JC.,$eauthor. =245 10$aTitanium Cerebral Aneurysm Clips :$bCharacterization and Performance in Magnetic Resonance Imaging and Computed Tomography /$cJC. Ho, CY. Wu, MJ. Carron, KP. Maughan, FJ. Schmidt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aCerebral aneurysm clips often cause artifacts and image distortion in magnetic resonance imaging (MRI) and computed tomography (CT). For MRI with rather strong magnetic fields B, which are near 2 tesla currently and may go higher, there are further concerns in terms of the interactions between the clips and the magnetic field. These interactions are materials dependent. Ferromagnetic materials have extremely high magnetic susceptibility ? and exhibit magnetic hysteresis. When they are placed in a magnetic field not parallel with the magnetization, a torque would be exerted on them to cause deflection. Paramagnetic materials exhibit low magnetic susceptibility, and develop an induced magnetization in direct proportion to the applied field. This magnetization is always in the direction of the applied field, hence no torque would be expected. However, magnetic force always prevails as F = m?B(dB/dz), where m is the clip mass and dB/dz is the field gradient. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImaging artifacts. =650 \0$aTitanium aneurysm clips. =650 \0$aMagnetic resonance imaging. =650 \0$aImage processing. =650 \0$aDiagnostic imaging. =650 14$aTitanium aneurysm clips. =650 24$aMRI. =650 24$aCT. =650 24$aImaging artifacts. =700 1\$aWu, CY.,$eauthor. =700 1\$aCarron, MJ.,$eauthor. =700 1\$aMaughan, KP.,$eauthor. =700 1\$aSchmidt, FJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12680J.htm =LDR 02700nab a2200493 i 4500 =001 JTE12677J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12677J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12677J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a518/.25$223 =100 1\$aTarafder, S.,$eauthor. =245 10$aFracture Mechanics Expressions for the Standard Chord-Supported Arc Bend Specimen /$cS. Tarafder, M. Tarafder, VR. Ranganath. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe linear-elastic deformation behavior of the standard chord-supported arc bend, A(B)-C, specimen has been modeled using the finite element method (FEM) in order to generate displacement and compliance data for wide ranges of geometric variables. Using these data, stress intensity factor (SIF) expressions, and crack mouth compliance (CMC) and compliance crack length (CCL) relations have been developed for the A(B)-C geometry. The accuracies of the developed fracture mechanics expressions have been determined with respect to the FEM data and were found to be within ±0.75% maximum. Against data and expressions available in the literature, the accuracies of the developed relations were evaluated and found to be satisfactory. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArc bend specimen. =650 \0$aFinite element analysis. =650 \0$aFinite element method. =650 \0$aFracture mechanics$xMathematics. =650 14$aFracture mechanics expressions. =650 24$aArc bend specimen. =650 24$aFinite element analysis. =700 1\$aTarafder, M.,$eauthor. =700 1\$aRanganath, VR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12677J.htm =LDR 01762nab a2200433 i 4500 =001 JTE12679J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12679J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12679J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP245.T85 =082 04$a669/.7322$223 =100 1\$aGrauman, JS.,$eauthor. =245 10$aIntroduction to Journal Section on Industrial Applications of Titanium and Zirconium /$cJS. Grauman, RT. Webster. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTitanium$xMetallurgy. =650 \0$aTitanium$xProcessing. =650 \0$aTitanium$xIndustrial applications. =650 \0$aTitanium. =700 1\$aWebster, RT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12679J.htm =LDR 02976nab a2200601 i 4500 =001 JTE12685J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12685J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12685J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD899.P46 =082 04$a628.4/2$223 =100 1\$aSchutz, RW.,$eauthor. =245 10$aExpanded Windows for Titanium Use in the Pulp/Paper Peroxide Bleach Plant /$cRW. Schutz, M. Xiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA corrosion database for Grade 2 titanium derived from laboratory weight-loss testing has been developed in uninhibited and inhibited alkaline 0.2-0.3 wt% H2O2 solutions at 65° to 85°C. Although titanium resistance to uninhibited hot alkaline peroxide solutions is very limited, useful resistance dramatically expands in solutions containing inhibitive species commonly existing in bleach plant processes. Effective inhibitors in descending order include Ca+2 ions, silicates, and Mg+2 salts. Addition of EDTA and DTPA chelants has no detrimental effect on Ca+2 ion inhibition unless chelant is added to excess. Based on this corrosion database, expanded application guidelines for acceptable use of Grade 2 titanium in solutions containing a maximum of 0.3 wt% H2O2 are derived at 65, 70, 80, and 85°C as a function of Ca+2 ion concentrations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChelants. =650 \0$aTitanium. =650 \0$aBleaching. =650 \0$aCorrosion. =650 \0$aInhibitors. =650 \0$aPulp/paper. =650 \0$aAlkaline peroxide. =650 \0$aHydrogen peroxide. =650 \0$aTitanium dioxide industry$xWaste disposal. =650 14$aHydrogen peroxide. =650 24$aPulp/paper. =650 24$aAlkaline peroxide. =650 24$aBleaching. =650 24$aCorrosion. =650 24$aTitanium. =650 24$aInhibitors. =650 24$aChelants. =700 1\$aXiao, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12685J.htm =LDR 02886nab a2200589 i 4500 =001 JTE12678J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12678J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12678J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1199 =082 04$a691.3$223 =100 1\$aVickers, T.,$eauthor. =245 10$aEvaluation of Test Methods and Environmental Conditions to Promote Efflorescence Formation Under Laboratory Conditions /$cT. Vickers, M. Moukwa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aSeveral test procedures that induce formation of efflorescence on the surface of porous block specimens were investigated. This paper describes the tests that were investigated and the environmental conditions under which these tests were performed. A wicking procedure, run at an elevated temperature and low relative humidity, rapidly produces efflorescence on the surface of test samples. The rate of efflorescence formation was fastest at an elevated temperature and lower relative humidity and slowest at a cool temperature and high relative humidity. The wicking test can be used to rapidly determine the effect of changing mix proportion and the effectiveness of sealers and anti-efflorescence additives on the efflorescence potential of porous masonry units. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlock. =650 \0$aCement. =650 \0$aMasonry. =650 \0$aTemperature. =650 \0$aTest procedures. =650 \0$aEfflorescence. =650 \0$aMasonry$xMaintenance and repair. =650 \0$aRelative humidity. =650 14$aEfflorescence. =650 24$aTest procedures. =650 24$aTemperature. =650 24$aRelative humidity. =650 24$aRate. =650 24$aMasonry. =650 24$aBlock. =650 24$aCement. =700 1\$aMoukwa, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12678J.htm =LDR 02548nab a2200469 i 4500 =001 JTE12689J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12689J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12689J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC667 =082 04$a616.1$223 =100 1\$aRiga, AT.,$eauthor. =245 10$aSuccessful Management of the Analytical Laboratory /$cAT. Riga, CG. Scott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis book successfully reviews the operation of an analytical laboratory based on the lab manager's responsibilities.Laboratory performance, cost-effectiveness, and professional status of lab personnel are a focus for the author.The experienced analytical manager will benefit from the twelve chapters and 17 case studies.The potential or new lab manager will also gain insight into pertinent areas discussed by the author, including "Functions of the Industrial Analytical Laboratory, Organization of the Laboratory," "Staffing the Laboratory," "Managing Lab Personnel," "Oral and Written Presentations," "Workload Management," "Quality Performance," "Budgeting the Cost Control," and "Information Management.". =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChemistry Techniques, Analytical$xmethods. =650 \0$aClinical Laboratory Techniques$xmethods. =650 \0$aDisease Models, Animal. =650 \0$aMedicine & Public Health. =650 \0$aAngiology. =650 \0$aLaboratory Medicine. =700 1\$aScott, CG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12689J.htm =LDR 02499nab a2200613 i 4500 =001 JTE11107J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11107J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11107J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE205 =082 04$a625.7/028$223 =100 1\$aWang, Z.,$eauthor. =245 10$aInfluence of Frequency on the Actual Testing Load of Hydraulic Mechanical Testing Machines /$cZ. Wang, A. Radin, C. Laird. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe influence of frequency on the actual testing load of hydraulic mechanical testing machines is discussed. Different materials were tested on an MTS 810 machine at different frequencies. Based upon experimental results, a relationship between frequency, maximum load, and material stiffness was established. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aInstron. =650 \0$aActuator. =650 \0$aFrequency. =650 \0$aCyclic deformation. =650 \0$aServo-hydraulic system. =650 \0$aPavements$xTesting. =650 \0$aRoad materials$xTesting. =650 14$aFrequency. =650 24$aLoad. =650 24$aElastic modulus (Young's modulus) =650 24$aCyclic deformation. =650 24$aFatigue. =650 24$aServo-hydraulic system. =650 24$aActuator. =650 24$aMTS. =650 24$aInstron. =700 1\$aRadin, A.,$eauthor. =700 1\$aLaird, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11107J.htm =LDR 02439nab a2200577 i 4500 =001 JTE11111J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11111J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11111J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL589.2.A3 =082 04$a681/.2$223 =100 1\$aCook, SR.,$eauthor. =245 10$aMechanical Evaluation and Performance Improvement of the Rotating Jaw Conibear 120 Trap /$cSR. Cook, G. Proulx. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe momentum and clamping force values of a standard Conibear 120 rotating jaw animal trap and various modifications were determined using accelerometers and a load cell. These values were then compared against each other and against previous biological studies to determine which have the potential to quickly kill select species of animals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMomentum. =650 \0$aLoad cell. =650 \0$aKilling traps. =650 \0$aAccelerometers. =650 \0$aClamping force. =650 \0$aConibear 120 trap. =650 \0$aWaveform analyzer. =650 \0$aAccelerometers$xResearch. =650 14$aConibear 120 trap. =650 24$aKilling traps. =650 24$aMomentum. =650 24$aClamping force. =650 24$aWaveform analyzer. =650 24$aAccelerometers. =650 24$aLoad cell. =700 1\$aProulx, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11111J.htm =LDR 02943nab a2200577 i 4500 =001 JTE11108J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11108J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11108J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN23 =082 04$a550.5$223 =100 1\$aRamanathan, LV.,$eauthor. =245 10$aInfluence of Heat Treatment on Structure and Oxidation Behavior of Zr-2.5Nb /$cLV. Ramanathan, I. Costa, WA. Monteiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThis paper presents the influence of different heat treatments on the microstructure and isothermal oxidation behavior of Zr-2.5Nb in oxygen. The quenched structure consisted of martensitic γ'. Upon tempering the quenched alloy at 500°C for up to 100 h, ?Nb precipitated in the matrix, at twin and γ' needle boundaries. At higher tempering temperatures and after longer periods, Nb-rich ?Zr also precipitated. Specimens slowly cooled from the ?-phase showed the least resistance to oxidation. The oxidation behavior also varied with the tempering time and temperature. The increased oxidation rate of specimens tempered at 500°C for 1000 h or at 600°C, as compared to those tempered at 500°C for shorter times, has been attributed to formation of Nb containing oxides on the coalesced Nb-rich precipitates and to cracking. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTempering. =650 \0$aPrecipitates. =650 \0$aHeat treatment. =650 \0$aMicrostructure. =650 \0$aIsothermal oxidation. =650 \0$aX-ray spectroscopy. =650 \0$aOxidation. =650 \0$aMetals$xHeattreatment. =650 14$aZr-2.5Nb. =650 24$aHeat treatment. =650 24$aTempering. =650 24$aMicrostructure. =650 24$aIsothermal oxidation. =650 24$aPrecipitates. =700 1\$aCosta, I.,$eauthor. =700 1\$aMonteiro, WA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11108J.htm =LDR 02472nab a2200541 i 4500 =001 JTE11105J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11105J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11105J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aU22.3 =082 04$a355/.001/9$223 =100 1\$aMiller, B.,$eauthor. =245 10$aDesigning Bearing Fatigue Life Tests for Improving the Use of Testing Resources /$cB. Miller, D. Hester. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b72 =520 3\$aA computer simulation study was conducted to investigate modifications of a current test plan for evaluating rolling contact fatigue life of experimental materials, so as to improve the use of testing resources and to produce more reliable data. The simulations revealed that a slight modification of the test plan, using available test rigs, could result in greater precision with fewer tests and a shorter average test duration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCensoring. =650 \0$aSimulation. =650 \0$aWeibull analysis. =650 \0$aRolling contact fatigue. =650 \0$aPsychology, Military. =650 \0$aHuman behavior$xSimulationmethods. =650 \0$aDecision making. =650 14$aRolling contact fatigue. =650 24$aWeibull analysis. =650 24$aCensoring. =650 24$aSimulation. =650 24$aStandard error of estimation. =700 1\$aHester, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11105J.htm =LDR 02757nab a2200577 i 4500 =001 JTE11109J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11109J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11109J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD898.14.M35 =082 04$a621.48/38$223 =100 1\$aJohnston, RRM,$eauthor. =245 10$aCetane Number of Small Samples by Engine Throttling :$bReliability Comparison with Standard Cooperative Fuels Research Method /$cRRM Johnston, JW. van der Touw. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe manifold pressure below which a diesel engine starts to misfire is related to the cetane number of the fuel. The method of engine throttling to misfire has been used to determine cetane quality of much smaller quantities of diesel fuel than can be used with the standard ASTM D 613 method. A comparison of reliability has been made between the two methods using identical test samples. The fact that published repeatability limits for ASTM D 613-84 are much smaller than the reproducibility limits suggests that there can be considerable bias at some laboratories using the standard method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aComparison. =650 \0$aDiesel fuel. =650 \0$aReliability. =650 \0$aCetane number. =650 \0$aEngine throttling. =650 \0$aAluminum$xIsotopes. =650 \0$aRadioactive waste disposal$xManagement. =650 \0$aSpent reactorfuels. =650 14$aCetane number. =650 24$aEngine throttling. =650 24$aDiesel fuel. =650 24$aTests. =650 24$aReliability. =650 24$aComparison. =700 1\$avan der Touw, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11109J.htm =LDR 02735nab a2200553 i 4500 =001 JTE11112J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11112J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11112J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.H3 =082 04$a681/.2$223 =100 1\$aGiovanola, JH.,$eauthor. =245 12$aA Note on Dynamic Displacement Measurements Using Hall Effect Sensors /$cJH. Giovanola, T. Kobayashi, RW. Klopp, T. Gaines, R. Arwood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aWe describe a transducer suitable for dynamic displacement measurements. The transducer uses a commercially available Hall effect sensor and a permanent magnet. Displacements are obtained by measuring the variation in magnetic field strength along the permanent magnet with the Hall effect sensor. To illustrate the capabilities of the transducer, we discuss three application examples. The first example demonstrates the good performance of the transducer under impact loading conditions and for velocities of up to 10 m/s. The other two examples illustrate the usefulness of the transducer for dynamic fracture experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic fracture. =650 \0$aHall effect sensor. =650 \0$aDynamic displacement. =650 \0$aHall effect. =650 \0$aMagnetic devices. =650 \0$aDetectors. =650 14$aDynamic displacement. =650 24$aHall effect sensor. =650 24$aDynamic fracture. =650 24$aCrack opening displacement. =700 1\$aKobayashi, T.,$eauthor. =700 1\$aKlopp, RW.,$eauthor. =700 1\$aGaines, T.,$eauthor. =700 1\$aArwood, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11112J.htm =LDR 02434nab a2200565 i 4500 =001 JTE11110J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11110J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11110J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL589.2.A3 =082 04$a681.2$223 =100 1\$aCook, SR.,$eauthor. =245 10$aUse of a Digital Waveform Analyzer, Accelerometers, and a Load Cell to Measure Momentum and Clamping Forces of Killing Traps for Furbearers /$cSR. Cook, G. Proulx. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis paper describes a procedure that can be used to mechanically evaluate the momentum and clamping forces of a killingtype animal trap. The instrumentation, set-up procedures, and software packages used to analyze the data are described. Some typical results of the firing of a trap and the graph generated by the software are shown. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMomentum. =650 \0$aLoad cell. =650 \0$aKilling traps. =650 \0$aAccelerometers. =650 \0$aClamping force. =650 \0$aWaveform analyzer. =650 \0$aPiezoelectricity. =650 \0$aElectronics. =650 14$aKilling traps. =650 24$aMomentum. =650 24$aClamping force. =650 24$aWaveform analyzer. =650 24$aAccelerometers. =650 24$aLoad cell. =700 1\$aProulx, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11110J.htm =LDR 02746nab a2200577 i 4500 =001 JTE11106J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11106J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11106J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aMor, A.,$eauthor. =245 10$aFatigue of Submerged Concrete under Low-Cycle, High-Magnitude Loads /$cA. Mor, WT. Hester, BC. Gerwick. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA procedure for testing submerged, reinforced concrete beams subjected to reversible fatigue loading is presented. The procedure focused on the use of simplified systems for reversible loading and effective submersion of the concrete. These systems helped to reduce substantially the cost associated with fatigue testing of reinforced concrete beams. Degradation of the beam was measured continuously by analyzing deflection without halting the cyclic loading. Extensive tests on accompanying specimens and post-failure tests were performed. The program also utilized a computerized, highly automatic system for test control, data acquisition, and analysis of data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aTesting. =650 \0$aConcrete. =650 \0$aData acquisition. =650 \0$aSubmerged concrete. =650 \0$aReinforced concrete. =650 \0$aChronicfatiguesyndrome. =650 14$aBond. =650 24$aConcrete. =650 24$aData acquisition. =650 24$aFatigue. =650 24$aReinforced concrete. =650 24$aSubmerged concrete. =650 24$aTesting. =700 1\$aHester, WT.,$eauthor. =700 1\$aGerwick, BC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11106J.htm =LDR 02559nab a2200493 i 4500 =001 JTE101202 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101202$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101202$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS195 =082 04$a688.8$223 =100 1\$aDaum, Matthew,$eauthor. =245 10$aSimplified Presentation of the Stress-Energy Method for General Commercial Use /$cMatthew Daum. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aTo help the dynamic stress versus energy method for constructing cushion curves gain more commercial acceptance, this paper presents two improvements to previous work. First is the reporting of stress-energy equations (A and B values) for several more commercially available cushion materials. Second is a simplified method for manipulating and displaying the stress-energy equation using a common spreadsheet program. This simplified method makes cushion curves dynamic and accessible without the need for a programming language, and presents the results in industry-standard format. Combining these two components help make the stress-energy method more accessible for packaging engineers working in industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpreadsheet. =650 \0$aStress-energy. =650 \0$aCushion curves. =650 \0$aPackaging engineer. =650 \0$aPackaging. =650 14$aStress-energy. =650 24$aCushion curves. =650 24$aSpreadsheet. =650 24$aPackaging engineer. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101202.htm =LDR 02662nab a2200529 i 4500 =001 JTE100587 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100587$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100587$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC431 =082 04$a541.3/451$223 =100 1\$aJiangong, Yu.,$eauthor. =245 10$aDetermination of Material Properties of Functionally Graded Plate Using the Dispersion of Guided Waves and an Artificial Neural Network /$cYu. Jiangong, Wu. Bin, He. Cunfu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aUsing guided wave dispersion characteristics, an inverse method based on artificial neural network (ANN) is presented to determine the material properties of functionally graded materials (FGM) plates. The group velocities of several lowest modes at several lower frequencies are used as the inputs of the ANN model; the outputs of the ANN are the distribution function of the volume fraction of the FGM plate. The Legendre polynomials method is used to calculate the dispersion curves for the FGM plate. Levenberg-Marquardt algorithm is used as numerical optimization to speed up the training process of the ANN model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGuided waves. =650 \0$aNeural network. =650 \0$aMaterial properties. =650 \0$aDispersion. =650 \0$aOptics. =650 14$aMaterial properties. =650 24$aFunctionally graded materials. =650 24$aGuided waves. =650 24$aNeural network. =650 24$aDispersion. =700 1\$aBin, Wu.,$eauthor. =700 1\$aCunfu, He.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100587.htm =LDR 03385nab a2200625 i 4500 =001 JTE100823 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100823$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100823$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a518.25$223 =100 1\$aWereszczak, A. A.,$eauthor. =245 10$aStrength of a Ceramic Sectored Flexural Test Specimen /$cA. A. Wereszczak, S. F. Duffy, E. H. Baker, J. J. Swab, G. J. Champoux. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA new test specimen, defined here as the "sectored flexural strength test specimen," was developed to measure the strength of ceramic tubes specifically for circumstances when flaws located at the tube's outer diameter are the strength-limiter when subjected to axial tension. The understanding of such strength-limitation is relevant when ceramic tubes are subjected to bending or when the internal temperature is hotter than the tube's exterior (e.g., heat exchangers). The test specimen is both economically and statistically attractive because eight test specimens (eight in the case of this project-but the user is not necessarily limited to eight) were extracted out of each length of tube. An analytic expression for maximum (or failure) stress, and relationships portraying effective area and effective volume as a function of Weibull modulus were developed. Lastly, it was shown through the testing of two ceramics that the sectored flexural specimen was very effective; it produced failures caused by strength-limiting flaws located on the tube's original outer diameter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramics. =650 \0$aStrength. =650 \0$aFractography. =650 \0$aEffective area. =650 \0$aEffective volume. =650 \0$aWeibull distribution. =650 \0$aFinite-element analysis. =650 \0$aFinite element method. =650 14$aCeramics. =650 24$aStrength. =650 24$aSectored flexural specimen. =650 24$aEffective area. =650 24$aEffective volume. =650 24$aFinite-element analysis. =650 24$aWeibull distribution. =650 24$aFractography. =700 1\$aDuffy, S. F.,$eauthor. =700 1\$aBaker, E. H.,$eauthor. =700 1\$aSwab, J. J.,$eauthor. =700 1\$aChampoux, G. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100823.htm =LDR 02897nab a2200505 i 4500 =001 JTE101172 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101172$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101172$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK6478 =082 04$a621.382/84$223 =100 1\$aSeung Cho, Dae,$eauthor. =245 10$aField Evaluation of Tire-Road Noise Using a New Close Proximity Method /$cDae Seung Cho, Youngguk Seo, Tae Muk Choi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA new close proximity (NCPX) method has been proposed and applied for the tire-road noise characterization of highway traffic. The implementation of NCPX is based on a set of surface microphones that is attached to a vehicle to directly measure the tire noise. To consider a combined effect of vehicle and road factors, a comprehensive field test has been performed with seven vehicle types at nine pavement sections of the test road. Testing parameters also include a vehicle speed ranging from 50 to 120 km/h, and two driving modes are applied at each speed: coasting and steady. It is found that asphalt pavements are quieter than all concrete pavements irrespective of testing conditions. Among concrete pavements, an 18-mm longitudinally-tined surface exhibits the quietest noise level, while a random transversely-tined surface is ineffective in minimizing the tire noise. Finally, the effect of a heavy axle load on the tire/noise generation is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTire-road noise. =650 \0$aSurface microphone. =650 \0$aCoasting and steady. =650 \0$aMicrophone. =650 14$aNCPX. =650 24$aSurface microphone. =650 24$aTire-road noise. =650 24$aCoasting and steady. =700 1\$aSeo, Youngguk,$eauthor. =700 1\$aMuk Choi, Tae,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101172.htm =LDR 02805nab a2200529 i 4500 =001 JTE100806 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100806$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100806$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1320 =082 04$a338$223 =100 1\$aRammer, Douglas R.,$eauthor. =245 10$aAnalytical Determination of the Surface Area of a Threaded Fastener /$cDouglas R. Rammer, Samuel L. Zelinka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAccurate determination of corrosion rates for threaded fasteners hinges on the ability to determine the surface area on which corrosion is occurring. Currently, no general analytical expression of surface area exists for the threaded fastener types. A recent voluntary withdrawal of chromated copper arsenate as the primary, long-standing preservative treatment for wood resulted in the need to determine the corrosion rates of threaded fasteners. This paper developed general analytical surface area equations for a wedge-shaped thread and the area between the threads for three cases: (1) an increasing thread root and crest diameter, (2) constant thread root and crest diameters, and (3) a constant thread root but a decreasing thread crest diameter. The expressions are applied, numerically verified, and compared to simplified models for a No. 10-2.54 cm (1-in.) long wood screw. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aScrew. =650 \0$aFastener. =650 \0$aCorrosion. =650 \0$aAnalytical. =650 \0$aSurface area. =650 \0$aFasteners. =650 14$aCorrosion. =650 24$aAnalytical. =650 24$aFastener. =650 24$aScrew. =650 24$aSurface area. =700 1\$aZelinka, Samuel L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100806.htm =LDR 02777nab a2200505 i 4500 =001 JTE101020 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101020$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101020$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.54 =082 04$a620.1/95$223 =100 1\$aGerzeski, Roger,$eauthor. =245 10$aLOX Compatible Toughened Bismaleimide Matrix Thermally Conductive Fiber Composites Part I :$bComposite Fabrication Viability And Thermal Conductivity Measurement /$cRoger Gerzeski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b57 =520 3\$aASTM D2512 is the standard test used to determine if a material is liquid oxygen (LOX) compatible. To date all composites considered for use in making a LOX component have failed to pass this test due to their very low in-plane thermal conductivity (K). Since a higher K is usually a hallmark of a LOX compatible material, adequately increasing the in-plane K of a composite will render it D2512 LOX compatible. Good 66.0, 63.2, and 63.1 % fiber volume composites have been fabricated for the first time out of baseline T650-35-UC309 and thermally conductive YSH50A and YSH60A fibers using the toughened bismaleimide matrix 5250-4 RTM. The in-plane K of the thermally conductive fibered composites is within the estimated ~30 to ~70 W/mK range that a composite will require to pass D2512. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrepreg. =650 \0$aComposites. =650 \0$aGraphite fibers. =650 \0$aThermal conductivity. =650 \0$aConductivity, Heat. =650 14$aComposites. =650 24$aThermal conductivity. =650 24$aGraphite fibers. =650 24$aASTM D2512 LOX compatibility. =650 24$aPrepreg. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101020.htm =LDR 03127nab a2200481 i 4500 =001 JTE101021 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101021$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101021$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.54 =082 04$a620.1/95$223 =100 1\$aGerzeski, Roger,$eauthor. =245 10$aLOX Compatible Toughened Bismaleimide Matrix Thermally Conductive Fiber Composites Part II :$bASTM D2512 Specimen Fabrication, Cleaning And Testing /$cRoger Gerzeski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b47 =520 3\$aComposites of 61.5 to 63.7 % Vf were fabricated out of baseline T650-35-UC309 and the thermally conductive YSH50A and YSH60A fibers using the toughened Bismaleimide 5250-4 RTM matrix resin. ASTM D2512-95 (2002)e1 (D2512) specimens were fabricated from these composites and the toughened Bismaleimide neat resin. D2512 mechanical impact tests conducted at 72 ft•lbs (98 J) on six sets of specimens indicated that both thermally conductive fibers repeatedly improved the D2512 liquid oxygen (LOX) compatibility of their composites by 1700+ % over the baseline fiber composite's. This improvement occurred regardless of the thickness of the tested thermally conductive fibered composite specimens or type of thermally conductive fiber used. Only flash type reactions were detected for the thermally conductive specimens, whereas, flash, char and noise type reactions were detected for the baseline fiber composite specimens. The 100 % D2512 ignition rate exhibited by the neat resin specimens implies that the D2512 LOX compatibility improvement exhibited by the thermally conductive fiber composite's over the baseline fiber composites is directly attributable to the use of these thermally conductive fibers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComposites. =650 \0$aLOX compatibility. =650 \0$aThermal conductivity. =650 \0$aConductivity, Heat. =650 14$aComposites. =650 24$aASTM D2512. =650 24$aLOX compatibility. =650 24$aThermally conductive fibers. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101021.htm =LDR 03374nab a2200601 i 4500 =001 JTE100202 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100202$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100202$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aAM1 =082 04$a069/.05$223 =100 1\$aCrowley, Anne,$eauthor. =245 10$aSample Preparation and Testing Methods for the Evaluation of Microcrystalline Waxes for the Seismic Protection of Art Objects /$cAnne Crowley, Debra F. Laefer, Mairead Fanning. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aUse of microcrystalline waxes for the protection of ceramic art objects from seismic events is an inexpensive and relatively popular technique. Unfortunately, because of the high porosity of some ceramics and the fragility of their glazes and paints, the surface of many art objects may be vulnerable to damage from the microcrystalline wax. Thus, a conservative application approach is needed-applying only as much as is actually required for predicted levels of ground movement. Determining this quantity and verifying the best application technique (e.g., hot versus cold) has yet to be established. This paper presents the development of testing techniques to optimize the application of microcrystalline waxes; specifically, the pioneering of tensile and shear sample preparation. These procedures were applied to 70 tensile and 175 shear tests on paraffin wax, beeswax, and four microcrystalline waxes. Static testing methods demonstrated the clear superiority of certain products and average performance capabilities of up to 167 kN/m2 in tension and 89 kN/m2 in shear, under light loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear. =650 \0$aMuseums. =650 \0$aTension. =650 \0$aArt objects. =650 \0$aSeismic protection. =650 \0$aMicrocrystalline wax. =650 \0$aMuseums$xSocieties, etc$vPeriodicals. =650 \0$aMuseums$vPeriodicals. =650 \0$aMuseums$xGreat Britain$vPeriodicals. =650 14$aSeismic protection. =650 24$aArt objects. =650 24$aMuseums. =650 24$aMicrocrystalline wax. =650 24$aTension. =650 24$aShear. =650 24$aThermoplastic acrylic resin. =700 1\$aLaefer, Debra F.,$eauthor. =700 1\$aFanning, Mairead,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100202.htm =LDR 03269nab a2200529 i 4500 =001 JTE100975 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100975$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100975$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA357.5.R44 =082 04$a620/.4$223 =100 1\$aHirsch, David,$eauthor. =245 10$aPressure Effects on Oxygen Concentration Flammability Thresholds of Polymeric Materials for Aerospace Applications /$cDavid Hirsch, Jim Williams, Harold Beeson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aSpacecraft materials selection is based on an upward flammability test conducted in a quiescent environment at the highest expected oxygen concentration. However, NASA's advanced space exploration program is anticipating using various habitable environments. Because limited data are available to support current program requirements, a different test logic is suggested to address the expanded atmospheric environments through the determination of materials self-extinguishment limits. This paper provides additional pressure effects data on oxygen concentration and partial pressure self-extinguishment limits under quiescent conditions. For the range of total pressures tested, the oxygen concentration and oxygen partial pressure flammability thresholds show a near linear dependence on total pressure, and appear to increase with increasing oxygen concentration (and oxygen partial pressure) thresholds. For the Constellation Program, the flammability threshold information will allow NASA to identify materials with increased flammability risk from oxygen concentration and total pressure changes, minimize potential impacts, and allow for development of sound requirements for new spacecraft and extraterrestrial landers and habitats. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCombustion. =650 \0$aFlammability. =650 \0$aTest methods. =650 \0$aAerospace materials. =650 \0$aMicrogravity. =650 14$aTest methods. =650 24$aFlammability. =650 24$aAerospace materials. =650 24$aCombustion. =650 24$aMicrogravity. =700 1\$aWilliams, Jim,$eauthor. =700 1\$aBeeson, Harold,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100975.htm =LDR 03407nab a2200577 i 4500 =001 JTE101245 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101245$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101245$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aMohammad, Louay N.,$eauthor. =245 10$aCharacterization of Louisiana Asphalt Mixtures Using Simple Performance Tests /$cLouay N. Mohammad, Shadi Saadeh, Sandeep Obulareddy, Sam Cooper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe main objective of this study was to characterize the performance of HMA mixes based on four laboratory tests, including three simple performance tests (SPTs) dynamic modulus |E*|, flow time (Ft), flow number (FN), and a Loaded Wheel Tracking (LWT) test. In addition, two dynamic modulus prediction models, namely Witczak and Hirsch, were evaluated. Thirteen plant-produced HMA mixtures were selected in this study. Laboratory characterization tests included the dynamic modulus |E*|, flow number (FN), and Hamburg-Type LWT tests. Test results indicated that the |E*| test was sensitive to the nominal maximum aggregate size (NMAS) in the HMA mixture. Larger aggregates combined with recycled asphalt (RAP) tended to have high |E*| values at high temperatures. Both the Witczak and Hirsch models could predict the dynamic modulus |E*| values with a reasonable reliability. However, the Witczak model reliability increases for higher NMAS. On the other hand, the Hirsch model reliability increases for lower NMAS. The general ranking of the SPTs and LWT test was similar. In addition, this ranking was consistent with the field use of those mixtures in terms of their design traffic volume. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlow number. =650 \0$aDynamic modulus. =650 \0$aHot-mix asphalt. =650 \0$aLoaded wheel tracking. =650 \0$aPermanent deformation. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aHot-mix asphalt. =650 24$aPermanent deformation. =650 24$aDynamic modulus. =650 24$aFlow number. =650 24$aLoaded wheel tracking. =650 24$aMechanistic-empirical pavement design. =700 1\$aSaadeh, Shadi,$eauthor. =700 1\$aObulareddy, Sandeep,$eauthor. =700 1\$aCooper, Sam,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101245.htm =LDR 03505nab a2200529 i 4500 =001 JTE100328 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100328$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100328$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS300 =082 04$a658/.96/9105$223 =100 1\$aWardle, Graham,$eauthor. =245 12$aA Revised Procedure for the Construction of a 3-Parameter JR Resistance Curve and the Determination of Initiation Toughness J0.2 /$cGraham Wardle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aFracture toughness testing procedures often advocate the use of a 3-parameter offset power law fit to define a resistance curve, and subsequently an estimate of initiation toughness (e.g., J0.2). JR=A+?(?a)?. Experience has indicated that the fit coefficients A, ?, and ? are highly variable. What is required is a consistent method of estimating A and thus ? and ? to reflect physical sense. In this paper it is proposed that the offset A is defined using a J-elastic term Je given by A=Je=W/2(?y2/E')f(ao/W). Experimental data are provided in support of the use of Je for a well characterized A533B-1 steel. Tests were made at ambient temperature using geometrically scaled plain-sided and side-grooved compact C(T) specimens of sizes 2093% when in the condom body, but to <15% when in the tip. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPuncture. =650 \0$aLatex condoms. =650 \0$aQuality assurance test. =650 \0$aVirus Penetration. =650 \0$avirus. =650 14$aQuality assurance test. =650 24$aLatex condoms. =650 24$aPuncture. =650 24$aVirus. =700 1\$aDoucette, JM.,$eauthor. =700 1\$aCoyne, L.,$eauthor. =700 1\$aCyr, WH.,$eauthor. =700 1\$aThomas, DP.,$eauthor. =700 1\$aLytle, CD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11964J.htm =LDR 02965nab a2200529 i 4500 =001 JTE11968J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11968J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11968J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN752.T54 =082 04$a669/.96142$223 =100 1\$aCheng, YW.,$eauthor. =245 10$aDesign and Performance of an Automated Test Facility for Hot-Compression Testing /$cYW. Cheng, BJ. Filla, RL. Tobler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe design of an apparatus for hot-deformation testing of materials is described, and experimental results demonstrating successful performance are presented. The apparatus is used to uniaxially compress small steel cylinders between two ceramic platens in an evacuated test chamber at high temperatures. Components of the system include a 100 kN servohydraulic test machine, a compact radiant furnace and programmable temperature controller, a microcomputer for executing mechanical strikes, and a digital storage oscilloscope for high-speed data acquisition. In the initial experiments described here, steel specimens 10 mm in diameter and 15 mm high are compressed at strain rates up to 50/s and maximum test temperatures up to 1200°C. Attractive features of the apparatus include its relatively low cost, compact size, and capability for high strain rates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot deformation. =650 \0$aPlain carbon steels. =650 \0$aMetals$xThermomechanical treatment. =650 14$aComputer-controlled mechanical tests. =650 24$aElevated temperature tests. =650 24$aHot deformation. =650 24$aMechanical properties of steels. =650 24$aPlain carbon steels. =650 24$aThermomechanical process simulation. =650 24$aUniaxial compression tests. =700 1\$aFilla, BJ.,$eauthor. =700 1\$aTobler, RL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11968J.htm =LDR 02502nab a2200565 i 4500 =001 JTE11972J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11972J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11972J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC447.9 =082 04$a621.3692$223 =100 1\$aScott, W.,$eauthor. =245 10$aComparison of Surface Texture Measurement by Stylus and Fiber Optic Transducers /$cW. Scott, A. Donovan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aSignals obtained from a fiber optic transducer with an optical extender used to scan surfaces of varying texture been examined through analysis of their statistical functions, and compared with the signals obtained from a conventional contact profilometer. The amplitude/time and autocorrelation functions, probability density, and power spectra analyzed to assess the potential of technology where contact methods are impossible, such as the in-process monitoring of grinding wheel wear. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurface. =650 \0$aTexture. =650 \0$aProximity. =650 \0$aRoughness. =650 \0$aTransducer. =650 \0$afiber optics. =650 \0$aPhysical optics. =650 \0$aOptical fiber communication. =650 14$aFiber optics. =650 24$aTransducer. =650 24$aProximity. =650 24$aSurface. =650 24$aTexture. =650 24$aRoughness. =700 1\$aDonovan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11972J.htm =LDR 02946nab a2200541 i 4500 =001 JTE11963J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11963J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11963J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS494.5.S86 =082 04$a631.5/8$223 =100 1\$aGunaratne, M.,$eauthor. =245 10$aCompressibility Relations for Peat and Organic Soil /$cM. Gunaratne, P. Stinnette, AG. Mullins, CL. Kuo, WF. Echelberger. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA new technique is formulated to predict the ultimate settlement (primary and secondary) of normally consolidated organic soils on the basis of the organic content. Data from a large number of oedometer tests on samples collected from organic soil deposits in Central Florida exhibit a definitive relationship of ultimate settlement versus organic content. These laboratory test results are analyzed using the Gibson and Lo rheological model to develop expressions for primary and secondary compressibilities in terms of organic content and consolidation pressure. It is shown how the compressibility relations predicted by the authors' approach concur with extensive data collected by other researchers. The usefulness of the authors' analytical relations is displayed by showing how the expected ultimate settlement of an organic soil subjected to a given pressure increase can be computed readily by using them. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConsolidation. =650 \0$aUltimate settlement. =650 \0$aorganic soil. =650 \0$aOrganic fertilizers. =650 \0$aSoil. =650 14$aConsolidation. =650 24$aOrganic soil. =650 24$aPeat. =650 24$aUltimate settlement. =700 1\$aStinnette, P.,$eauthor. =700 1\$aMullins, AG.,$eauthor. =700 1\$aKuo, CL.,$eauthor. =700 1\$aEchelberger, WF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11963J.htm =LDR 02958nab a2200517 i 4500 =001 JTE11966J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11966J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11966J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS283 =082 04$a681/.760410288$223 =100 1\$aArsène, S.,$eauthor. =245 12$aA New Approach to Measuring Transverse Properties of Structural Tubing by a Ring Test—Experimental Investigation /$cS. Arsène, J. Bai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe experimental investigation of a new approach to the ring test is presented in this paper. A new design of an optimized ring specimen geometry and ring testing system was used, which was described in an earlier paper. Based on the three-dimensional elastoplastic finite element modeling with contact, a procedure for determining the stress from the global force and the strain from the global displacement has been proposed. The influences of different parameters, such as yield strength, hardening rate, Young's modulus, and friction coefficient on these curves has been examined. A comparison has been made between the finite element modeling results and the ring test results on two materials. One is a model material (aluminum-silicon, an aluminum alloy reinforced by silicon particles) that has been widely investigated in our laboratory and the second is a material (Zircaloy) used in the nuclear industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRing test. =650 \0$aFriction effect. =650 \0$aPressure Vessels. =650 \0$aFilament winding. =650 14$aTransverse mechanical properties. =650 24$aRing test. =650 24$aMaster curve of force-hoop stress. =650 24$aMaster curve of displacement-hoop strain. =650 24$aMaterial properties effect. =650 24$aFriction effect. =700 1\$aBai, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11966J.htm =LDR 02929nab a2200553 i 4500 =001 JTE11965J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11965J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11965J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.1/127$223 =100 1\$aLin, G.,$eauthor. =245 10$aMonitoring Crack Advance Using Acoustic Emission and Combined Acoustic Emission and Potential Drop in Zr-2.5% Nb /$cG. Lin, S. Skrzypek, D. Li, RL. Eadie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aExperithental results are reported on the application of acoustic emission (AE) and combined acoustic emission and potential drop (PD) in crack advance measurement. Acoustic emission by itself is not a quantitastive technique for measuring crack advance. Compared with the application of only PD, using both simultaneously turns out to be quite beneficial. Used to measure delayed hydride cracking velocity in Zr-2.5% Nb, combined AE and PD, together with other techniques such as fractography, produces more reliable results with higher accuracy for isothermal conditions and particularly during temperature transients. Information about the correlation between AE and PD signals has been also obtained, which improves our understanding of the processes being studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPotential drop (PD) =650 \0$aAcoustic emission (AE) =650 \0$aDelayed hydride cracking. =650 \0$aCrack advance measurement. =650 \0$aAcoustic emission. =650 \0$aAcoustic emission testing. =650 14$aAcoustic emission (AE) =650 24$aPotential drop (PD) =650 24$aCrack advance measurement. =650 24$aDelayed hydride cracking. =650 24$aZr-2.5%Nb. =700 1\$aSkrzypek, S.,$eauthor. =700 1\$aLi, D.,$eauthor. =700 1\$aEadie, RL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11965J.htm =LDR 02606nab a2200505 i 4500 =001 JTE11973J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11973J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11973J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aGiovanola, JH.,$eauthor. =245 12$aA Note on One-Point-Bend Impact Fracture Experiments with Curved Specimens /$cJH. Giovanola, RW. Klopp, SW. Kirkpatrick. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aWe describe an extension of the one-point-bend impact test for measuring dynamic initiation fracture toughnesses with curved specimens cut from the wall of tubes. We present the impact response curve for a specific geometry of curved specimen. We validate the extension of the test procedure and data reduction method by comparing (1) the measured dynamic initiation toughness with data obtained with rectangular specimens cut from the wall of the same 300M tube and (2) the stress-intensity history measured in the experiment with that calculated in a dynamic finite element simulation of the test. For both comparisons, the agreement is excellent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResponse curve. =650 \0$aCurved specimen. =650 \0$aOne-point-bend test. =650 \0$afracture mechanics. =650 14$aDynamic fracture toughness. =650 24$aOne-point-bend test. =650 24$aCurved specimen. =650 24$aResponse curve. =700 1\$aKlopp, RW.,$eauthor. =700 1\$aKirkpatrick, SW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11973J.htm =LDR 02444nab a2200529 i 4500 =001 JTE11971J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11971J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11971J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN685 =082 04$a669/.028/4$223 =100 1\$aBray, A.,$eauthor. =245 13$aAn Automatic Procedure for Evaluation of Young's Modulus of Metallic Materials /$cA. Bray, G. Barbato, F. Franceschini, R. Levi, D. Romano, A. Zompi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis paper concerns the automatic evaluation of Young's modulus of metallic materials. A procedure has been developed to support the experimental measurement process. A calculation scheme for an evaluation of the overall uncertainty of modulus value is presented according to ISO/IEC/OIML/BIPM guide by ISO TAG4/WG3. Some numerical experimental results are also provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYoung's modulus. =650 \0$aData acquisition. =650 \0$aMetallic Materials. =650 \0$aCharacterization and Evaluation Materials. =650 14$aYoung's modulus. =650 24$aMetallic materials. =650 24$aData acquisition. =700 1\$aBarbato, G.,$eauthor. =700 1\$aFranceschini, F.,$eauthor. =700 1\$aLevi, R.,$eauthor. =700 1\$aRomano, D.,$eauthor. =700 1\$aZompi, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11971J.htm =LDR 02936nab a2200517 i 4500 =001 JTE11970J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11970J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11970J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aGong, Y.,$eauthor. =245 10$aMaterials Fatigue Life Distribution :$bA Maximum Entropy Approach /$cY. Gong, MP. Norton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA rational probability distribution for materials fatigue life is proposed using the Maximum Entropy Principle (MEP) and the sample information available. It has been shown that this distribution is most naturally a truncated normal distribution. The expression of the distribution as well as the relationships between the distribution parameters and the maximum entropy coefficients (or Lagrangian multipliers) is given explicitly. It is further shown that the maximum entropy estimators (MEE) are equivalent to the classical maximum likelihood estimators (MLE) and the moment estimators (ME) provided that proper sample statistics are chosen as the approximations of the population parameters. A procedure has been proposed for estimating the maximum entropy parameters. Numerical examples showing the effects of the standardized truncation point, the sample mean, and the trunction point have been given to demonstrate the significance and usefulness of the work. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue life. =650 \0$aFatigue life distribution. =650 \0$aMaximum entropy principle. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue life. =650 24$aFatigue life distribution. =650 24$aMaximum entropy principle. =650 24$aMaximum entropy distribution. =700 1\$aNorton, MP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11970J.htm =LDR 03157nab a2200601 i 4500 =001 JTE10130J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10130J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10130J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.58.A9 =082 04$a621.3893$223 =100 1\$aKennedy, JC.,$eauthor. =245 10$aSignal Processing in Nondestructive Testing /$cJC. Kennedy, WE. Woodmansee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aSignal averaging has been used to improve the clarity of flaw indications in an electron beam weld. The delay of an electronic gate has been synchronized to the transducer motion to improve the detectability of a tight interface crack in a tensile specimen. Cross-correlation techniques and multiple transducer arrays have been used to improve the signal-to-noise ratio of artificial flaws in welded panels. Signal averaging has been used to reduce random noise in the through-transmission ultrasonic inspection of a honeycomb composite. Megacycle range ultrasonic flaw information has been recorded on a low frequency FM tape recorder by rapidly sweeping an electronic gate through the time interval of interest. A lock-in amplifier has been used to produce quantitative data in both single-coil and double-coil eddy current systems. Cross-correlation techniques and a multiple-coil eddy current probe have been used to reduce surface roughness noise in an eddy current crack detection system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aAmplifiers. =650 \0$aNoise reduction. =650 \0$aUltrasonic tests. =650 \0$aSignal processing. =650 \0$aEddy current tests. =650 \0$aNondestructive tests. =650 \0$aSignal-to-noise ratio. =650 \0$aAudio amplifiers. =650 14$aNondestructive tests. =650 24$aSignal processing. =650 24$aUltrasonic tests. =650 24$aEddy current tests. =650 24$aSignal-to-noise ratio. =650 24$aCracks. =650 24$aAmplifiers. =650 24$aNoise reduction. =700 1\$aWoodmansee, WE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10130J.htm =LDR 03428nab a2200673 i 4500 =001 JTE10133J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10133J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10133J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA342 =082 04$a620/.001/5118$223 =100 1\$aFarzin, MH.,$eauthor. =245 10$aInverse Method for Determining Approximate Stress-Strain Behavior of Soils /$cMH. Farzin, RB. Corotis, RJ. Krizek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA new approach is advanced to analyze and interpret experimental data from a compression test on a cylindrical soil specimen. With a knowledge of the applied axial and radial pressures, the overall axial deformation, and radial deformations at several discrete points on the boundary, a piecewise linear continuum model is used to calculate approximate secant and tangent values for the modulus and Poisson's ratio of two different soils. Although soil moduli are found to be highly stress dependent and significantly influenced by the dry density of the specimen, values of Poisson's ratio are relatively insensitive to these variables. Results obtained by use of this new approach can be used to evaluate the assumptions that are frequently incorporated into simpler interpretation procedures. In particular, a comparison of secant and tangent moduli determined by the proposed method with other modulus values determined by commonly used procedures reveals substantial differences and suggests the use of extreme caution when selecting values of soil parameters for use in mathematical models of soil mechanics problems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoils. =650 \0$aModulus. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aNonlinear. =650 \0$aEvaluation. =650 \0$aDeformation. =650 \0$aTriaxial tests. =650 \0$aPoisson's ratio. =650 \0$aLaboratory tests. =650 \0$aMathematical models. =650 14$aStresses. =650 24$aStrains. =650 24$aSoils. =650 24$aTriaxial tests. =650 24$aMathematical models. =650 24$aDeformation. =650 24$aPoisson's ratio. =650 24$aLaboratory tests. =650 24$aEvaluation. =650 24$aModulus. =650 24$aNonlinear. =700 1\$aCorotis, RB.,$eauthor. =700 1\$aKrizek, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10133J.htm =LDR 02425nab a2200565 i 4500 =001 JTE10137J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10137J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10137J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH212.S3 =082 04$a681.413$223 =100 1\$aYakowitz, H.,$eauthor. =245 10$aMagnetic Domain Structures in Fe-3.2Si Revealed by Scanning Electron Microscopy-A Photo Essay /$cH. Yakowitz, DE. Newbury. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe mechanism and experimental arrangement by which magnetic contrast can be observed from materials of cubic anisotropy are indicated. Transformer alloy Fe-3.2Si is used as an example to illustrate the effects of tensile strain, magnetic field switching, residual stress, and inclusions on magnetic structure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aIron alloys. =650 \0$aMagnetic fields. =650 \0$aResidual stress. =650 \0$aMagnetic domains. =650 \0$aScanning electron microscopy. =650 \0$aElectron microscopy. =650 14$aScanning electron microscopy. =650 24$aIron alloys. =650 24$aMagnetic domains. =650 24$aSilicon containing alloys. =650 24$aStrains. =650 24$aResidual stress. =650 24$aMagnetic fields. =700 1\$aNewbury, DE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10137J.htm =LDR 03394nab a2200625 i 4500 =001 JTE10127J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10127J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10127J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9937 =082 04$a658.2$223 =100 1\$aLee, TG.,$eauthor. =245 10$aInterlaboratory Evaluation of ASTM E 84-70 Tunnel Test Applied to Floor Coverings /$cTG. Lee, C. Huggett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aResults of an interlaboratory evaluation of the American Society for Testing and Materials (ASTM) Test for Surface Burning Characteristics of Building Materials (E 84-70), involving eleven laboratoires and nine materials including four carpets, are reported. Data on flame spread, smoke, and fuel contribution were analyzed statistically to determine the reproducibility and repeatability of the test method. Selected physical characteristics of each tunnel are tabulated and compared relative to specifications in the test method. The between-laboratory coefficient of variation (reproducibility) in flame spread classification (FSC) was found to range from 7 to 29% for the four carpets and from 18 to 43% for the other materials tested. The between-laboratory coefficients of variation for smoke developed and fuel contribution ranged from 34 to 85% and from 22 to 117%, respectively, for all materials tested. The causes of higher variability in smoke and fuel contribution measurement between laboratories are not definitely known but may reasonably be attributed to variations in tunnel construction, instrumentation, and operation in different laboratories. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarpets. =650 \0$aFire tests. =650 \0$aTunnel tests. =650 \0$aRepeatability. =650 \0$aReproducibility. =650 \0$aSmoke measurement. =650 \0$aFlame spread tests. =650 \0$aFlammability testing. =650 \0$aFloor coverings. =650 14$aFloor coverings. =650 24$aFire tests. =650 24$aInterlaboratory evaluation. =650 24$aCarpets. =650 24$aFlame spread tests. =650 24$aTunnel tests. =650 24$aSmoke measurement. =650 24$aReproducibility. =650 24$aFlammability testing. =650 24$aRepeatability. =700 1\$aHuggett, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10127J.htm =LDR 02396nab a2200649 i 4500 =001 JTE10138J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10138J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10138J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.1362$223 =100 1\$aMather, K.,$eauthor. =245 10$aDiscussion of "The Effect of Cement Properties and the Thermal Compatibility of Aggregates on the Strength of Accelerated Cured Concrete" by D. F. Orchard, R. Jones, and R. S. Al-Rawi /$cK. Mather, B. Mather. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCuring. =650 \0$aCements. =650 \0$aStresses. =650 \0$aConcretes. =650 \0$aAggregates. =650 \0$aCompatibility. =650 \0$aThermal expansion. =650 \0$aConcrete durability. =650 \0$aCompressive strength. =650 \0$aConcrete$xMechanical properties. =650 \0$aAggregates (Building materials) =650 \0$aSealing compounds. =650 \0$aCement paste. =650 14$aConcretes. =650 24$aCements. =650 24$aAggregates. =650 24$aCompatibility. =650 24$aThermal expansion. =650 24$aCuring. =650 24$aConcrete durability. =650 24$aCompressive strength. =650 24$aStresses. =700 1\$aMather, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10138J.htm =LDR 01775nab a2200421 i 4500 =001 JTE10136J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10136J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10136J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a669.72$223 =100 1\$aGA, Ratz,$eauthor. =245 10$aDiscussion to "Programmed In Situ Melting, Freezing, and Tensile Testing for Laboratory Study of High Temperature Properties of As-Cast Metals" by G. A. Ratz and M. M. Cho /$cRatz GA, Cho MM. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength of materials. =650 \0$aMetals$xTesting. =650 \0$aAlloys$xTesting. =700 1\$aMM, Cho,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10136J.htm =LDR 02669nab a2200529 i 4500 =001 JTE10134J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10134J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10134J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.C7 =082 04$a620.1/82/23$223 =100 1\$aGoel, RP.,$eauthor. =245 10$aStress Relaxation in Tension of CA 172 Copper-Beryllium /$cRP. Goel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aStress relaxation data on commercially available copper-beryllium alloy 172 are presented. Test samples were subjected to strains of up to 2% and temperatures from 25 to 181°C. The data show that a high degree of relaxation occurs at higher temperatures and relaxation was found to be independent of the initial stress levels. Time-temperature plots of stress relaxation are presented for designing accelerated relaxation tests on the copper-beryllium alloy tested. The material in the tested condition is generally not used in spring applications and thus results of Austen which compare stress relaxation characteristics of copper-beryllium alloy 172 in the aged and unaged conditions are also presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aTensile tests. =650 \0$aHigh temperature tests. =650 \0$aCopper beryllium alloys. =650 \0$aStress relaxation tests. =650 \0$aCopper. =650 \0$aNative element minerals. =650 14$aStress relaxation tests. =650 24$aCopper beryllium alloys. =650 24$aStrains. =650 24$aHigh temperature tests. =650 24$aTensile tests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10134J.htm =LDR 02593nab a2200673 i 4500 =001 JTE10135J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10135J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10135J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227 =082 04$a671.5/2$223 =100 1\$aBatra, R.,$eauthor. =245 10$aProgrammed In Situ Melting, Freezing, and Tensile Testing for Laboratory Study of High Temperature Properties of As-Cast Metals /$cR. Batra, GA. Wilber, HF. Breit, WJ. Childs. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA technique has been developed for controlled melting and freesing of a steel specimen in a Duffers Gleeble®, combined with a tensile testing capability, in order to obtain subsequent high temperature mechanical properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals. =650 \0$aCasting. =650 \0$aMelting. =650 \0$aFreezing. =650 \0$aHot working. =650 \0$aCarbon steels. =650 \0$aTension tests. =650 \0$aMechanical properties. =650 \0$aHigh temperature tests. =650 \0$aWelding. =650 \0$aForging. =650 14$aMetals. =650 24$aHigh temperature tests. =650 24$aMechanical properties. =650 24$aMelting. =650 24$aFreezing. =650 24$aTension tests. =650 24$aCarbon steels. =650 24$aCasting. =650 24$aWelding. =650 24$aHot working. =700 1\$aWilber, GA.,$eauthor. =700 1\$aBreit, HF.,$eauthor. =700 1\$aChilds, WJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10135J.htm =LDR 02480nab a2200553 i 4500 =001 JTE10131J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10131J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10131J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aShih, TT.,$eauthor. =245 10$aEffect of Specimen Thickness on Delay in Fatigue Crack Growth /$cTT. Shih, RP. Wei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe effect of specimen thickness on delay in fatigue crack growth, produced by load interactions in variable-amplitude loading, was examined. Experiments were carried out on 7075-T6 aluminum alloy sheets. The results indicate that delay is a function of specimen thickness. This influence of thickness, along with variations in behavior among different materials, suggest that extensive extrapolation of existing data should not be made. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThickness. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 \0$aFatigue (materials) =650 \0$aLoad interaction effects. =650 \0$aAluminum alloys. =650 \0$aLight metal alloys. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aThickness. =650 24$aAluminum alloys. =650 24$aLoad interaction effects. =650 24$aFracture mechanics. =700 1\$aWei, RP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10131J.htm =LDR 02806nab a2200577 i 4500 =001 JTE10129J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10129J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10129J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.36 =082 04$a620.1/127$223 =100 1\$aHwang, JH.,$eauthor. =245 10$aFinite Element Modeling of Magnetic Field/Defect Interactions /$cJH. Hwang, W. Lord. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aDefect modeling and the prediction of magnetic field/defect interactions is of importance to the further refinement of electromagnetic methods of defect detection and categorization. Finite element methods are particularly suited to the analysis of field distributions within magnetic structures having complex boundary geometries and nonlinear B-H characteristics. This paper describes operational aspects of the finite element technique and shows how such methods can be applied to the analysis of electromagnetic methods of nondestructive testing, by predicting the magnetic field distribution around a rectangular slot in the surface of a circular ferromagnetic bar carrying an axial magnetisation current. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModels. =650 \0$aDefects. =650 \0$aInteractions. =650 \0$aMagnetic fields. =650 \0$aNondestructive tests. =650 \0$aFinite element analysis. =650 \0$aElectromagnetic testing. =650 \0$aNondestructive testing. =650 14$aModels. =650 24$aDefects. =650 24$aMagnetic fields. =650 24$aNondestructive tests. =650 24$aElectromagnetic testing. =650 24$aFinite element analysis. =650 24$aInteractions. =700 1\$aLord, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10129J.htm =LDR 02672nab a2200565 i 4500 =001 JTE10132J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10132J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10132J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.36 =082 04$a620.1/127$223 =100 1\$aPapa, T.,$eauthor. =245 10$aAcoustic Emission Produced During Heating of Tin and Zinc Single Crystals /$cT. Papa, D. Sette, L. Stagni, A. Congiu Castellano. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aAcoustic emission activity has been detected during heating of tin (Sn) and zinc (Zn) single crystals from 0 to 130°C. The emission of Sn occurs copiously only if the heating starts below a temperature of about 18°C, and lasts up to a higher temperature between 60 and 80°C. The results may be interpreted by relating acoustic emission to processes in the ? <-> ? phase transformation. Although still qualitative, such a hypothesis permits us to have useful information on the nucleation time of the ?-phase and on the temperature hysteresis of the transformation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZinc. =650 \0$aHeating. =650 \0$aAcoustic emission. =650 \0$aNondestructive tests. =650 \0$aElectromagnetic testing. =650 \0$aNondestructive testing. =650 14$aAcoustic emission. =650 24$aHeating. =650 24$aWhiskers (single crystals) =650 24$aTin. =650 24$aZinc. =650 24$aNondestructive tests. =700 1\$aSette, D.,$eauthor. =700 1\$aStagni, L.,$eauthor. =700 1\$aCongiu Castellano, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10132J.htm =LDR 02833nab a2200589 i 4500 =001 JTE10128J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10128J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10128J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC475 =082 04$a539.2$223 =100 1\$aMullen, PA.,$eauthor. =245 10$aSpectral Energy Distributions and Aging Characteristics of Fluorescent Sunlamps and Blacklights /$cPA. Mullen, RA. Kinmonth, NZ. Searle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe spectral energy distributions of commercially produced 20-W fluorescent sunlamps and blacklights designated for use in the revision of the American Society of Testing and Materials (ASTM) Recommended Practice for Exposure of Plastics to Fluorescent Sunlamp (D 1501-71), were measured between 250 and 600 nm at 3-nm intervals. Two types of blacklights with the same designation (F20T12B1), but with different emission characteristics, are manufactured. The decrease in emission intensity with hours of use varies with type and source of lamps. The best simulation of sunlight in the ultraviolet region below 360 nm is given by the combination of one sunlamp with one of each type of blacklight. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aEmission. =650 \0$aPlastics. =650 \0$aSunlamps. =650 \0$aBlacklights. =650 \0$aFluorescent lamps. =650 \0$aSpectral energy distribution. =650 \0$aSpectral density. =650 14$aSpectral energy distribution. =650 24$aAging. =650 24$aFluorescent lamps. =650 24$aSunlamps. =650 24$aBlacklights. =650 24$aEmission. =650 24$aPlastics. =700 1\$aKinmonth, RA.,$eauthor. =700 1\$aSearle, NZ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10128J.htm =LDR 02219nab a2200529 i 4500 =001 JTE10987J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10987J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10987J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE371.A3 =082 04$a625.7/25$223 =100 1\$aCarter, AC.,$eauthor. =245 13$aAn Experimental Sieving Machine /$cAC. Carter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSieving by hand is tedious but can be the most consistent of the available methods of sieve analysis. Segregation, particularly of materials having irregularly shaped particles, produced by generally available machines is seldom completely in agreement with hand sieving results. Moreover, gradings produced by different machines often differ significantly from one another. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoils. =650 \0$aGrading. =650 \0$aAggregates. =650 \0$aParticle analysis. =650 \0$asieving. =650 \0$aSurface texture. =650 \0$aShape. =650 14$aSieving. =650 24$aGrading. =650 24$aSoils. =650 24$aAggregates. =650 24$aParticle analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10987J.htm =LDR 02607nab a2200505 i 4500 =001 JTE10988J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10988J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10988J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN757.C5 =082 04$a672.3$223 =100 1\$aHinton, RW.,$eauthor. =245 10$aInterlaboratory Evaluation of ASTM Practice for X-Ray Determination of Retained Austenite in Steel with Near-Random Crystallographic Orientation (E 975) /$cRW. Hinton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA standard practice (ASTM E 975) was developed by Task Group E04.0602 for the X-ray diffraction determination of retained austenite in steel. Results of interlaboratory studies of retained austenite samples performed before and after the practice was developed are described. The final interlaboratory study using ASTM E 975 and ASTM E 173 as a guide to the study resulted in an estimate of repeatability within the same laboratory of 3% retained austenite for a 95% confidence limit, and an estimate of reproducibility between laboratories of 4% retained austenite for a 95% confidence limit. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRetained austenite. =650 \0$aInterlaboratory study. =650 \0$aX-ray diffraction method. =650 \0$aAustenite. =650 \0$aChrome-nickel steel. =650 14$aRetained austenite. =650 24$aX-ray diffraction method. =650 24$aInterlaboratory study. =650 24$aASTM E 975. =650 24$aNBS retained austenite standards. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10988J.htm =LDR 02807nab a2200589 i 4500 =001 JTE10989J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10989J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10989J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.85 =082 04$a621.3815/2$223 =100 1\$aHarmouche, MR.,$eauthor. =245 10$aTemperature and Composition Dependence of Young's Modulus in Polycrystalline B2 Ni-Al /$cMR. Harmouche, A. Wolfenden. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aYoung's modulus (E) for ten specimens of ordered polycrystalline Ni-Al has been measured using PUCOT (Piezoelectric Ultrasonic Composite Oscillator Technique). The modulus has been determined in the composition range 43.94 to 52.70 atomic percent Al and temperature interval 300 to 1300 K. Anomalous dependence on composition and temperature has been found, where the modulus does not always decrease linearly with temperature and does not show the expected maximum near the stoichiometric composition. Nonetheless, these materials show remarkable stiffness, where the modulus clusters near 230 GPa at ambient temperature and decreases to about 180 GPa at 1300 K in this composition range. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic. =650 \0$aAluminides. =650 \0$aComposition. =650 \0$aTemperature. =650 \0$aUltrasonics. =650 \0$aYoung's modulus. =650 \0$aPolycrystallinesemiconductors. =650 \0$aSemiconductors. =650 \0$aSilicon crystals. =650 14$aYoung's modulus. =650 24$aAluminides. =650 24$aUltrasonics. =650 24$aTemperature. =650 24$aComposition. =650 24$aDynamic. =650 24$aNi-Al. =700 1\$aWolfenden, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10989J.htm =LDR 03042nab a2200601 i 4500 =001 JTE10986J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10986J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10986J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA420 =082 04$a674.132$223 =100 1\$aSinclair, AN.,$eauthor. =245 12$aA Comparison of Three Methods for Determining Elastic Constants of Wood /$cAN. Sinclair, M. Farshad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aThe results of an experimental/theoretical investigation of wood properties are presented. The methodologies applied in the course of this study consist of static (flexure test), vibration (resonance test), and ultrasonic wave propagation techniques. On the theoretical side, a parametric study utilizing Timoshenko-type bean analysis, resonance vibration, and sonic time-of-flight in bounded media is carried out. Various experiments performed on specimens of Douglas Fir have yielded data which are correlated with the theoretical models. Based on these correlations, values for the elastic moduli on the three wood axes are determined. A comparison of the three measurement methods and their respective results is presented. A partial explanation for the disparity of results between the three test methods is that they do not each measure precisely the same property of a wood specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDouglas fir. =650 \0$aWood testing. =650 \0$aShear modulus. =650 \0$aElastic modulus. =650 \0$aFlexure testing. =650 \0$aResonance testing. =650 \0$aUltrasonic testing. =650 \0$aWood$xTesting. =650 \0$aTimber. =650 \0$aWood/ Moisture. =650 14$aUltrasonic testing. =650 24$aWood testing. =650 24$aFlexure testing. =650 24$aResonance testing. =650 24$aDouglas fir. =650 24$aElastic modulus. =650 24$aShear modulus. =700 1\$aFarshad, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10986J.htm =LDR 02606nab a2200541 i 4500 =001 JTE10991J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10991J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10991J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.3$223 =100 1\$aSuarez, SA.,$eauthor. =245 10$aImproved Impulse-Frequency Response Techniques for Measurement of Dynamic Mechanical Properties of Composite Materials /$cSA. Suarez, RF. Gibson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe dynamic mechanical properties of composite material specimens are rapidly determined by using two new computer-aided impulse techniques. Small beam specimens are excited in either flexural or extensional vibration by an electromagnetic hammer with a force transducer in its tip, while specimen response is measured with an eddy current probe or accelerometer. A desktop computer/Fast Fourier Transform analyzer system is then used for rapid data acquisition and computation of the complex modulus by curve-fitting to the frequency response function. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamping. =650 \0$aImpulse testing. =650 \0$aFrequency analysis. =650 \0$aComposite materials. =650 \0$aDamping(Mechanics) =650 \0$aNoise control. =650 \0$aVibration. =650 14$aComposite materials. =650 24$aDynamic mechanical properties. =650 24$aDamping. =650 24$aImpulse testing. =650 24$aFrequency analysis. =700 1\$aGibson, RF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10991J.htm =LDR 02436nab a2200505 i 4500 =001 JTE10992J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10992J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10992J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 =082 04$a620.1/1292$223 =100 1\$aWolfseher, R.,$eauthor. =245 10$aSystem for the Adaptation of Tensile Testing Machines for Executing Torsional Tests /$cR. Wolfseher, J. Inhelder, AK. Helbling. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe torsion testing system "TS-X 100" is described. It is a simple system in which tensile testing machines can readily be adapted for executing torsional tests and, in particular, for carrying out inexpensive long-time torsional tests. The system is very compact and can be installed in a testing chamber to obtain precisely defined boundary conditions. Purely torsional loadings were obtained by loading a horizontal "free suspended" specimen through opposing force couples of equal magnitude. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTorsion testing. =650 \0$aTorsion testing machine. =650 \0$atorsion. =650 \0$aStrength of materials. =650 \0$aFlambage. =650 14$aTorsion. =650 24$aTorsion testing. =650 24$aTorsion testing machine. =700 1\$aInhelder, J.,$eauthor. =700 1\$aHelbling, AK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10992J.htm =LDR 02699nab a2200541 i 4500 =001 JTE10990J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10990J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10990J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227 =082 04$a671.52$223 =100 1\$aKuroda, T.,$eauthor. =245 12$aA New Method of Measuring the Modulus of Elasticity of Material by Analyzing the Relation Between Loading Position and Displacement of a Beam Bent by a Traveling Load /$cT. Kuroda. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis paper proposes a new bending method using a computer to obtain a modulus of elasticity of plastics close to those given by tension methods. In the new method, a beam is freely supported at its ends on spherical surfaces. A load of constant weight on the beam travels from one support to another, and the displacement of the undersurface of the beam is measured at a certain distance from a support. The modulus of elasticity is obtained so that the (loading) position-displacement (of a point on the beam) curve expressed by the equation of displacement of the beam, which is a function of the modulus, will best fit the experimental displacements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComputer. =650 \0$aBend test. =650 \0$aDeflection. =650 \0$aExtensometer. =650 \0$aLeast-squares method. =650 \0$aModulus of elasticity. =650 14$aModulus of elasticity. =650 24$aBend test. =650 24$aDeflection. =650 24$aBeam. =650 24$aExtensometer. =650 24$aComputer. =650 24$aLeast-squares method. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10990J.htm =LDR 02780nab a2200565 i 4500 =001 JTE12077J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12077J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12077J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.85$223 =100 1\$aHand, AJ.,$eauthor. =245 10$aPrecision of ASTM D 5821 Standard Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate /$cAJ. Hand, JA. Epps, PE. Sebaaly. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aAn interlaboratory study was conducted to develop a precision statement for ASTM D 5821-95, Standard Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate. The experimental design included ten laboratories, four materials, and three replicates per material per laboratory, resulting in 54 degrees of freedom. Outlier detection was given careful con sideration due to the subjective nature of the method, and resulted in exclusion of one laboratory's data, reducing the degrees of freedom to 48. The materials included three partially crushed gravel blends and one quarry stone blend. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWesTrack. =650 \0$aSuperpave. =650 \0$aHMA aggregate. =650 \0$aFractured faces. =650 \0$aAggregate angularity. =650 \0$aPavements, Asphalt$xAdditives. =650 \0$aAggregates (Building materials) =650 \0$aPavements, Asphalt$xDesign and construction. =650 14$aHMA aggregate. =650 24$aAggregate angularity. =650 24$aFractured faces. =650 24$aSuperpave. =650 24$aWesTrack. =700 1\$aEpps, JA.,$eauthor. =700 1\$aSebaaly, PE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12077J.htm =LDR 03198nab a2200601 i 4500 =001 JTE12087J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12087J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12087J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1892 =082 04$a547.8426$223 =100 1\$aKisielewski, RW.,$eauthor. =245 10$aModification of ASTM F 1671-97a, Resistance of Materials to Penetration by Blood-Borne Pathogens, for Use with Elastomeric Materials /$cRW. Kisielewski, LB. Routson, MP. Chaput, CD. Lytle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA modification to ASTM F 1671-97a, Test Method for Resistance of Materials Used in Protective Clothing to Penetration by Blood-Borne Pathogens Using Phi-X174 Bacteriophage Penetration as a Test System, was developed to allow evaluation of elastomeric materials having small tears. The original method provides for a flat, open-mesh support screen to prevent expansion of such materials. While natural latex rubber specimens with open, laser-drilled holes ?1 µm fail this test by allowing virus penetration, nitrile-butadiene rubber specimens with small tears (20 to 45 µm) pass. A stainless steel wire cloth support screen with a hemispherical-like dome, in lieu of the flat screen, provided controlled expansion and allowed detection of defective specimens with tears. The data also suggest a similar modification to enhance ASTM F 1670-97, Test Method for Resistance of Materials Used in Protective Clothing to Penetration by Synthetic Blood. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElastic. =650 \0$aBarrier test. =650 \0$aSupport screen. =650 \0$aBiological hazard. =650 \0$aViral penetration. =650 \0$aProtective clothing. =650 \0$aElasticity. =650 14$aViral penetration. =650 24$aBarrier test. =650 24$aProtective clothing. =650 24$aBiological hazard. =650 24$aASTM F 1670. =650 24$aASTM F 1671. =650 24$aElastic. =650 24$aSupport screen. =700 1\$aRoutson, LB.,$eauthor. =700 1\$aChaput, MP.,$eauthor. =700 1\$aLytle, CD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12087J.htm =LDR 02453nab a2200469 i 4500 =001 JTE12085J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12085J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12085J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC457 =082 04$a621.36/2$223 =100 1\$aStroup-Gardiner, M.,$eauthor. =245 10$aIdentifying Segregation in Hot Mix Asphalt Pavements Using Rolling Nuclear Gage Measurements and Infrared Imaging /$cM. Stroup-Gardiner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aPrevious research indicated that density, gradation, and asphalt content change due to segregation. A rolling nuclear gage capable of measuring both density and hydrogen count was evaluated for its ability to detect and measure both density and asphalt content. Eight projects (four recently constructed pavements and four during construction) were used to evaluate this instrument. Longitudinal density profiles were obtained for each project at transverse quarter points across the lane. Additional testing included infrared thermography and traditional destructive testing of cores. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHMA segregation. =650 \0$aNuclear density gages. =650 \0$ainfrared thermography. =650 \0$aThermography. =650 14$aHMA segregation. =650 24$aNuclear density gages. =650 24$aInfrared thermography. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12085J.htm =LDR 03389nab a2200517 i 4500 =001 JTE12080J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12080J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12080J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aBaratta, FI.,$eauthor. =245 14$aThe Effect of Load and Crack Misalignment on Stress Intensity Factors for Bend-Type Fracture Toughness Specimens /$cFI. Baratta, T. Fett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aMode I and Mode II stress intensity factors (SIF) are presented for three-point bend specimens with misaligned locations of loadings and cracks. Such stress intensity factors were obtained through the application of the weight function technique and the particular stress distribution applicable to a three-point eccentrically loaded beam. Mode I and Mode II stress intensity factors for an eccentrically loaded four-point beam having a misaligned crack were obtained by superposing the data applicable to the load and crack on a misaligned three-point loaded beam. The results of these analyses were then employed to evaluate the effect of load and crack misalignment on Mode I and Mode II stress intensities of specimen configurations included in ASTM E 399 for Plane-Strain Fracture Toughness of Metallic Materials and in ASTM C 1421-99 for the Determination of Fracture Toughness of Advanced Ceramics at Ambient Temperature. The SIF ratios for Mode II-to-Mode I were also determined for both the eccentrically loaded three-point beam and the four-point beam having misaligned cracks. Differences in the Mode I stress intensities were determined for the cases where the load and crack misalignments are taken into account and those idealized cases where they are not. Finally, recommendations are presented to reduce, where necessary, these differences to an acceptable degree. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMode I. =650 \0$aLoad misalignment. =650 \0$aCrack misalignment. =650 \0$afracture mechanics. =650 \0$aFracture of materials. =650 14$aMode I. =650 24$aMode II stress intensity factors. =650 24$aFracture toughness bend specimens. =650 24$aLoad misalignment. =650 24$aCrack misalignment. =700 1\$aFett, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12080J.htm =LDR 03400nab a2200589 i 4500 =001 JTE12078J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12078J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12078J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.7/35$223 =100 1\$aHossain, MS.,$eauthor. =245 10$aComparison and Evaluation of Tests for Coarse Aggregate Particle Shape, Angularity, and Surface Texture /$cMS. Hossain, F. Parker, PS. Kandhal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aParticle shape, angularity, and surface texture are critical properties in assessing aggregate usage for asphalt concrete. Fractured and flat and/or elongated particles are used in most specifications to assure quality. The particle index and uncompacted void tests indirectly measure particle shape, angularity, and surface texture and offer alternative options. Several methods were used to test crushed gravels and crushed stones. Test results were compared and evaluated. Fractured and flat and/or elongated particle tests are somewhat subjective for evaluating aggregate structural quality. The basis for determining percentages (mass or particle count) for fractured faces did not make any difference. However, the basis (mass or particle count) for computing percentages of particles with particular dimensional ratios (flat and/or elongated) should be clearly stated in specifications since the results are distinctly different. Procedures in ASTM D 4791 contain two methods for assessing particle shape, i.e., flat or elongated particles and flat and elongated particles. Percentages of flat and elongated are larger than flat or elongated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlat particle. =650 \0$aFractured face. =650 \0$aParticle index. =650 \0$aAggregate quality. =650 \0$aUncompacted voids. =650 \0$aElongated particle. =650 \0$aAggregate gradation. =650 \0$aAggregates (Building materials)$xTesting. =650 \0$aRoads$xDesign and construction$xQuality control. =650 14$aAggregate quality. =650 24$aFractured face. =650 24$aFlat particle. =650 24$aElongated particle. =650 24$aUncompacted voids. =650 24$aParticle index. =700 1\$aParker, F.,$eauthor. =700 1\$aKandhal, PS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12078J.htm =LDR 03057nab a2200769 i 4500 =001 JTE12086J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12086J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12086J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH6025 =082 04$a697.72$223 =100 1\$aBeers, PE.,$eauthor. =245 10$aRemedial Sealant Procedures for Fixed Glass and Curtain Walls /$cPE. Beers, KF. Yarosh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA commonly prescribed remedy for fixed glass (non-operable windows) and curtain walls that are experiencing water leakage is to install new exterior sealants throughout the system. This is commonly referred to as "wet sealing." This method is commonly used on both new construction with water leakage problems and existing construction with aged sealants. Unfortunately, this repair solution is not always as easy as it sounds as there can be several complex details that must be addressed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWindow. =650 \0$aSealant. =650 \0$aCaulking. =650 \0$aSilicone. =650 \0$aWet seal. =650 \0$aFixed glass. =650 \0$aWeatherseal. =650 \0$aCurtain wall. =650 \0$aWater leakage. =650 \0$aWaterproofing. =650 \0$aBarrier system. =650 \0$aWeather-stripping. =650 \0$aPerimeter caulking. =650 \0$aWater infiltration. =650 \0$aCurtain walls$xDesign and construction. =650 \0$aWall panels. =650 \0$aHeat$xTransmission$xMathematical models. =650 14$aSealant. =650 24$aCaulking. =650 24$aSilicone. =650 24$aWet seal. =650 24$aCurtain wall. =650 24$aWindow. =650 24$aFixed glass. =650 24$aWater leakage. =650 24$aWater infiltration. =650 24$aBarrier system. =650 24$aWeather-stripping. =650 24$aWeatherseal. =650 24$aPerimeter caulking. =650 24$aWaterproofing. =700 1\$aYarosh, KF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12086J.htm =LDR 02599nab a2200517 i 4500 =001 JTE12084J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12084J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12084J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aBurgess, G.,$eauthor. =245 10$aExtension and Evaluation of Fatigue Model for Product Shock Fragility Used in Package Design /$cG. Burgess. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aEarlier work that incorporated fatigue into the description of the shock fragility of products is expanded to include more sophisticated models of failure. The robust nature of the original model, which treats fragile interior components as single-degree-of-freedom spring/mass systems deforming in an elastic/perfectly plastic manner under dynamic loading, is demonstrated in three ways. The first compares the model predictions with experimental results, which include the generic findings referenced in an ASTM standard. The second and third are based on comparisons with an exact analysis of elastic/linear plastic springs and an approximate analysis of the most general model possible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aPackaging. =650 \0$aDamage boundary. =650 \0$aShock fragility. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aShock fragility. =650 24$aFatigue. =650 24$aDamage boundary. =650 24$aPackaging. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12084J.htm =LDR 02492nab a2200505 i 4500 =001 JTE12081J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12081J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12081J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5770.A1 =082 04$a658.56405$223 =100 1\$aNewsham, MD.,$eauthor. =245 10$aProduct/Package Interaction :$bEffect of Physical, Chemical, and Climatic Environments /$cMD. Newsham, JR. Giacin, SP. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aProduct/package interactions were evaluated for three product/package systems: a bleach alternative laundry additive, an anti-bacterial surface cleaner, and a glass surface cleaner.The package system was comprised of high-density polyethylene bottles with induction-sealed closures.The physical environment was studied by comparing product/package systems that were exposed to simulated distribution testing with those that were not.The storage environments were ambient conditions at 73°F (23°C), and higher temperatures at 100, 120, and 140°F (38, 49, and 60°C) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPackage. =650 \0$aTesting. =650 \0$aChemical interaction. =650 \0$aPackaging. =650 \0$aPackaging machinery industry. =650 14$aPackage. =650 24$aChemical interaction. =650 24$aTesting. =700 1\$aGiacin, JR.,$eauthor. =700 1\$aSingh, SP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12081J.htm =LDR 02737nab a2200529 i 4500 =001 JTE12083J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12083J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12083J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH8139 =082 04$a693.9$223 =100 1\$aFarquhar, T.,$eauthor. =245 10$aMeasurement of Anchor Strength in Non-Rigid Substrates /$cT. Farquhar, MD. Conyers, JT. Dixon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis study provides guidelines for measuring anchor strength in non-rigid substrates. ASTM Standard Test Method for Strength of Anchors in Concrete and Masonry Elements (E 48884) was designed to measure the "strength of anchors in concrete and masonry elements" and was never intended for use in flexible substrates. Hence, the load capacity of anchors installed in thin brittle materials like gypsum wallboard may be overestimated when measured in accordance with E 488. This is because ASTM E 488 imposes a reaction load around the anchor and delays the onset of pullout failure related to substrate bending. In contrast, the alternative test does not constrain the front surface of the substrate and can better reproduce the actual mechanisms of anchor failure in flexible materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnchor strength. =650 \0$aGypsum wallboard. =650 \0$aFlexible substrates. =650 \0$aGypsum. =650 \0$aDrywall. =650 \0$aWallboard. =650 14$aAnchor strength. =650 24$aGypsum wallboard. =650 24$aASTM E 488. =650 24$aFlexible substrates. =700 1\$aConyers, MD.,$eauthor. =700 1\$aDixon, JT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12083J.htm =LDR 02456nab a2200541 i 4500 =001 JTE12082J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12082J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12082J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHA31.2 =082 04$a519.5$223 =100 1\$aWang, W.,$eauthor. =245 14$aThe U Test for Outlier Detection in Normal Distributions with Known ? /$cW. Wang, T. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA new criterion is proposed for testing for outliers when the population standard deviation a is known. The advantage of this criterion is that no table is required and a fixed significance level can be selected. Compared with the current ASTM E 178 criterion for outlier rejection, under the same chance of making a Type I error, the U test has less chance of making a Type II error and therefore is a more powerful test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOutliers. =650 \0$aNair's statistic. =650 \0$aPowerful function. =650 \0$aStatistical criteria. =650 \0$aOutliers (Statistics) =650 \0$aObservations aberrantes (Statistique) =650 \0$aStatistische methoden. =650 14$aOutliers. =650 24$aPopulation standard deviation. =650 24$aNair's statistic. =650 24$aPowerful function. =650 24$aStatistical criteria. =700 1\$aWang, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12082J.htm =LDR 02225nab a2200517 i 4500 =001 JTE12079J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12079J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12079J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aGreenberg, Y.,$eauthor. =245 10$aUltrasonic Monitoring of a Low-Temperature Diffusion Bonding Process /$cY. Greenberg, D. Itzhak, G. Kohn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aIn the present study, a method for ultrasonic monitoring of the quality of the diffusion bond between two metallic materials has been developed. By using the method, one can monitor the evolving bonding process and terminate the procedure when the bond has been established. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilver coating. =650 \0$aDiffusion bonding. =650 \0$aUltrasonic monitoring. =650 \0$aSupersonics. =650 \0$aLevel indicators. =650 \0$aTechnology. =650 14$aDiffusion bonding. =650 24$aUltrasonic monitoring. =650 24$aSilver coating. =700 1\$aItzhak, D.,$eauthor. =700 1\$aKohn, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12079J.htm =LDR 03237nab a2200589 i 4500 =001 JTE104617 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104617$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104617$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN23 =082 04$a622/.028$223 =100 1\$aOzcelik, Yilmaz,$eauthor. =245 10$aEffect of Working Parameters on Excavation Rate and Specific Energy on Surface Treatment With Pure Water Jet /$cYilmaz Ozcelik, Raimondo Ciccu, Augusto Bortolussi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe purpose of this study is to investigate the effect of different operational variables such as traverse velocity, standoff distance, and pump pressure on the material removal rate (excavation rate) and specific energy in the surface treatment of stone with a pure water jet. In this study, these have been evaluated as performance parameters, and a specific method has been developed for material removal measurements and calculations. A set of 27 raster scanning tests was performed with a constant nozzle diameter (0.3 mm), distance between jet sweep lines (1.5 mm), and angle of inclination of the jet (30°) and varying standoff distances (50, 100, and 150 mm), traverse velocities (5, 15, and 25 m/min), and pump pressures (200, 250, and 300 MPa). It is observed that the excavation rate decreases as the standoff distance increases, whereas it increases with pressure. The specific energy increases with traverse velocity, standoff distance, and pressure, although it is not considered whenever the nozzle is moved fast and positioned away from the target. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnergy. =650 \0$aMachining. =650 \0$aWater jet. =650 \0$aPerformance. =650 \0$aStone treatment. =650 \0$aSurface treatment. =650 \0$aAbrasives. =650 \0$aHydraulic mining. =650 \0$aWater jet cutting. =650 14$aWater jet. =650 24$aStone treatment. =650 24$aSurface treatment. =650 24$aEnergy. =650 24$aMachining. =650 24$aPerformance. =700 1\$aCiccu, Raimondo,$eauthor. =700 1\$aBortolussi, Augusto,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104617.htm =LDR 03312nab a2200517 i 4500 =001 JTE104356 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104356$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104356$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1861$223 =100 1\$aDilmec, Murat,$eauthor. =245 10$aDetailed Investigation of Forming Limit Determination Standards for Aluminum Alloys /$cMurat Dilmec, H. Selcuk Halkaci, Fahrettin Ozturk, Mevlut Turkoz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aIn this study, experimental studies were conducted to evaluate the differences between the ASTM E2218-02 and ISO 12004-2 standards that are used for construction of the forming limit curve (FLC) and that made various assumptions, which create dissimilar FLCs for the same material. The comparison was made for two materials which have moderate brittle and ductile characteristics, AA2024-T4 and AA5754-O alloys, respectively. The effects of a specimen's geometry, lubrication condition, and determination methods of limit strains on FLCs were considered and compared. Because the same strain evaluation method should be used for the standards, so as to be able to investigate the effect of only standards, a simple method in the computer grid analysis system was used. To test the validity and the reliability of the method, limit strains on the same specimens were also determined with using a real-time measurement method for the ISO experiments, and the results reveal that the method is reliable. Failure mechanisms were inspected for further investigation. The Nakajima specimens formed with the two standards showed different failure mechanisms. Finally, conducting the case studies, it was concluded that ISO 12004-2 yields more reliable and reproducible results than the ASTM standard. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure. =650 \0$aForming limit curve. =650 \0$aAluminum alloys. =650 \0$aAluminum alloys$xAnalysis. =650 14$aASTM E2218-02. =650 24$aISO 12004-2. =650 24$aForming limit curve. =650 24$aFailure. =700 1\$aHalkaci, H. Selcuk,$eauthor. =700 1\$aOzturk, Fahrettin,$eauthor. =700 1\$aTurkoz, Mevlut,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104356.htm =LDR 03644nab a2200577 i 4500 =001 JTE104109 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104109$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104109$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD151.2 .C64 1975 pt. 1 =082 04$a546.37$223 =100 1\$aBrown, Lloyd,$eauthor. =245 10$aFunctionally Graded Bronze/Tungsten-Carbide Castings :$bA Characterization and Property Study /$cLloyd Brown, Peter Joyce. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe contact resistance and wear behavior of electrical contact surfaces is a function of hardness, applied load, and material constituents. This work presents a characterization of the mechanical and physical properties of conducting alloys fabricated as functionally graded metal matrix composites (MMCs), in particular, tungsten-carbide-filled bronze. Tungsten-carbide reinforcing particles are attractive in this application for their high hardness and concomitant wear resistance. When used as bushings, bearings, and sleeve materials, bronze has improved wear performance with the addition of tungsten-carbide particles, which improves the hardness of the contact surface. Bronze might also be attractive as a potential electrical conductor when a need exists for high-strength, wear-resistant contact surfaces as found in circuit breakers and sliding electrical contacts. An overview of two types of MMC production methods, sedimentation and centrifugal casting, is presented. MMCs fabricated using the two different methods are compared and contrasted based on physical and mechanical properties. The use of centrifugal casting provides a more effective improvement in physical and mechanical properties plus significant improvement in hardness with relatively low reduction in base-material conductivity was observed. The centrifugal casting method allows for a more tailored product in terms of locating enhanced material properties within the casting. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResistivity. =650 \0$aConductivity. =650 \0$aConducting alloys. =650 \0$aMaterial properties. =650 \0$aMechanical properties. =650 \0$aMetal matrix composite. =650 \0$aTungsten bronze. =650 \0$aVanadium alloys. =650 14$aMetal matrix composite. =650 24$aFunctionally graded composite. =650 24$aConducting alloys. =650 24$aMechanical properties. =650 24$aMaterial properties. =650 24$aResistivity. =650 24$aConductivity. =700 1\$aJoyce, Peter,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104109.htm =LDR 03254nab a2200589 i 4500 =001 JTE104251 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104251$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104251$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a625.7$223 =100 1\$aZollo, Ronald F.,$eauthor. =245 10$aAnalysis of Support Apparatus for Flexural Load-Deflection Testing :$bMinimizing Bias Caused by Arching Forces /$cRonald F. Zollo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aIt is in the best interests of standards development that bias and inter-laboratory variability be minimized in the reporting of test results. However, the apparatus sections of flexural test standards, such as ASTM C78, C1399, C1550, and C1609, may not adequately address important issues raised in this study that could adversely affect test results. Specifically, current standards specifications fail to address arching forces and effective span control. The mechanics of commonly applied journal-bearing-type support designs are analyzed and compared to an alternative ball or needle-bearing-type support design. The analysis demonstrates that significant bias can be introduced as a direct consequence of the mechanics that is the nature of journal-bearing-type supports. The analysis applies equally well to flexural tests involving small deformations of portland cement concrete or similar brittle materials, as it does to tests that are carried out involving relatively large deformations, such as with fiber-reinforced concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlexural arching. =650 \0$aFlexural testing. =650 \0$aFlexural test bias. =650 \0$aBeam-support design. =650 \0$aFiber reinforced concrete. =650 \0$aFibercement. =650 \0$aFiber-reinforcedconcrete. =650 \0$aFibrous composites. =650 \0$aFibercomposites. =650 \0$aDuctility. =650 \0$aFlexuralstrength. =650 14$aFlexural testing. =650 24$aBeam-support design. =650 24$aLarge deflection apparatus. =650 24$aFlexural test bias. =650 24$aFlexural arching. =650 24$aFiber reinforced concrete. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104251.htm =LDR 03328nab a2200553 i 4500 =001 JTE20120170 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120170$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120170$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aPrabhu, Saurabh,$eauthor. =245 10$aFeature Assimilation for Vibration Based Damage Detection /$cSaurabh Prabhu, Sez Atamturktur. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aStructural health monitoring (SHM) technology for the early detection and mitigation of adverse structural effects, such as degradation or damage, is useful for enhancing the proactive maintenance of civil infrastructure. SHM techniques are advantageous because they eliminate the need for both a priori knowledge of the location of damage and access to the damaged portion of the structure. The underlying principle behind SHM involves measuring changes in a system's vibration response, which ultimately indicate changes in physical properties due to structural damage. A challenge to the successful application of SHM to civil infrastructure is the selection of suitable vibration response features that are highly sensitive to the presence and extent of damage while also having low sensitivity to extraneous noise. This study reveals that both damage and the noise sensitivity of vibration response features vary for different states of structural health; therefore, the selection of optimum features is dependent on the damage severity, which is of course not known a priori. This study illustrates that assimilating multiple low-dimensional features lessens this dependence and improves the sensitivity of the damage indicators for SHM diagnosis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFeature fusion. =650 \0$aDamage detection. =650 \0$aVibration testing. =650 \0$aFeature extraction. =650 \0$aSystem identification. =650 \0$aSound. =650 \0$aStructural dynamics. =650 14$aFeature fusion. =650 24$aStructural health monitoring. =650 24$aVibration testing. =650 24$aDamage detection. =650 24$aSystem identification. =650 24$aFeature extraction. =700 1\$aAtamturktur, Sez,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120170.htm =LDR 03563nab a2200565 i 4500 =001 JTE20120195 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120195$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120195$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aLucon, Enrico,$eauthor. =245 10$aEffect of Electrical Discharge Machining (EDM) on Charpy Test Results from Miniaturized Steel SpecimensContribution of the National Institute of Standards and Technology (NIST), an agency of the U.S. government; not subject to copyright in the United States. /$cEnrico Lucon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aElectrical discharge machining (EDM) is a manufacturing process whereby a desired shape is obtained through electrical discharges between an electrode and a workpiece, which are separated by a dielectric fluid. EDM produces a recast layer on the surface of the workpiece, which in carbon steels is typically harder and more brittle than the base metal, and is often characterized by microcracks. This type of damage, particularly in the notch region of a steel specimen, can adversely affect impact test results. The objective of this investigation is to assess the possible influence of EDM on miniaturized Charpy test results. We tested Kleinstprobe (KLST)-type Charpy specimens of two reactor pressure vessel (RPV) steels, machined with different combinations of two machining processes (EDM and milling). Comparison of the impact results, combined with metallographic observations and microhardness measurements on the recast layers and the base metals, indicated no detrimental effect of EDM on the impact toughness of the materials investigated. The maximum thickness of the recast layer was about 16 ?m, and the magnitude of the EDM-induced hardening varied between 34 % and 84 % with respect to the hardness of the base material, depending on the carbon content of the steel. No microcracks were observed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMilling. =650 \0$aHardening. =650 \0$aMicrocracks. =650 \0$aRecast layer. =650 \0$aKLST specimen. =650 \0$aMiniaturized Charpy test. =650 \0$aSteel$xMetallography. =650 \0$aSteel$xMetallurgy. =650 14$aElectrical discharge machining. =650 24$aMilling. =650 24$aMiniaturized Charpy test. =650 24$aKLST specimen. =650 24$aRecast layer. =650 24$aHardening. =650 24$aMicrocracks. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120195.htm =LDR 03492nab a2200601 i 4500 =001 JTE104589 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104589$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104589$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8/5$223 =100 1\$aNguyen, Manh Tuan,$eauthor. =245 10$aFatigue Analysis of Asphalt Concrete under Indirect Tensile Mode of Loading Using Crack Images /$cManh Tuan Nguyen, Hyun Jong Lee, Jongeun Baek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIn this study, various fatigue criteria for indirect tensile (IDT) fatigue tests were evaluated and a new approach to identify the fatigue failure was proposed based on a crack-length criterion. The IDT fatigue tests were conducted to characterize the fatigue behavior of various asphalt mixtures, such as three warm mix asphalt mixtures and a polymer-modified asphalt mixture. During the IDT tests, digital cameras were mounted to monitor crack growth on the both faces of a specimen. Existing three fatigue failure criteria were evaluated regarding to fatigue-crack development. Then, a crack-length limit was proposed as a fatigue criterion. The IDT strength tests were also conducted to determine fracture energy of the mixtures. Based on the new fatigue criterion, a fatigue performance model was constituted with dissipated and fracture energy parameters. The fatigue model proposed in this study successfully predicted the fatigue lives of the mixtures with a high level of accuracy. The main advantage of this fatigue model is that it does not need a transfer function to convert the fatigue life to crack length or area, because fatigue-crack length is directly determined from the crack-length limit. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack image. =650 \0$aFracture energy. =650 \0$aIndirect tensile. =650 \0$aWarm mix asphalt. =650 \0$aDissipated energy. =650 \0$aFatigue criterion. =650 \0$aPavements, Asphalt concrete$xFatigue$xCongresses. =650 \0$aAsphalt concrete pavements. =650 \0$aPavement cracking. =650 \0$aStructural design. =650 14$aFatigue criterion. =650 24$aIndirect tensile. =650 24$aCrack image. =650 24$aDissipated energy. =650 24$aFracture energy. =650 24$aWarm mix asphalt. =700 1\$aLee, Hyun Jong,$eauthor. =700 1\$aBaek, Jongeun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104589.htm =LDR 03203nab a2200553 i 4500 =001 JTE20120014 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120014$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120014$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A63 =082 04$a625.85$223 =100 1\$aCao, Weidong,$eauthor. =245 10$aPerformance Evaluation of Asphalt-Rubber Stone Matrix Asphalt Mixtures with Warm Mix Asphalt Additives /$cWeidong Cao, Shutang Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThree kinds of warm mix asphalt (WMA) additives (Sasobit, Evotherm, and CWA) were used in asphalt-rubber stone matrix asphalt (AR-SMA) to reduce the mixing and compaction temperatures of AR-SMA mixtures. In hot mix asphalt (HMA) mixture designs with the same air voids, the compaction temperatures of AR-SMA mixtures with different WMA additives were determined. The wheel tracking test, low temperature beam bending test, and indirect tensile test were conducted in order to evaluate the high temperature performance in terms of the resistance to rutting, the low temperature performance in terms of the resistance to cracking, and the moisture susceptibility of AR-SMA mixtures with WMA additives. The results indicate that the addition of Sasobit can improve high temperature performance significantly relative to the control mixture (AR-SMA without WMA additive), whereas the other additives yield no significant differences. Three WMA additives have significant effects on low-temperature performance, but they do not significantly increase moisture susceptibility relative to the control mixture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdditives. =650 \0$aPerformance. =650 \0$aAsphalt-rubber. =650 \0$aWarm mix asphalt. =650 \0$aStone matrix asphalt. =650 \0$aAsphalt$xAdditives. =650 \0$aPavements,Asphaltconcrete$xCracking. =650 \0$aPavements$xPerformance. =650 14$aAsphalt-rubber. =650 24$aStone matrix asphalt. =650 24$aWarm mix asphalt. =650 24$aAdditives. =650 24$aPerformance. =700 1\$aLiu, Shutang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120014.htm =LDR 02824nab a2200505 i 4500 =001 JTE20120105 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120105$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120105$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC175.47.B65 =082 04$a530.4/2$223 =100 1\$aTan, F. L.,$eauthor. =245 10$aExperimental Testing and Evaluation of Parameters on the Extraction of Water from Air Using Thermoelectric Coolers /$cF. L. Tan, S. C. Fok. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aAn experimental prototype is built to study the application of using the thermoelectric cooler (TEC) to extract water from air for daily consumption. This paper presents the experimental evaluation of parameters that influence the amount of water, which can be collected from condensation of water vapour in the air on the cooled surface. The investigation examines the power supply to the TEC and the air flow over the cold surface on the amount of condensate collected. Over a 3-h period with an average relative humidity of 77 %, the largest amount of water extracted from the air is about 50 mL for a cold surface area of 579.6 cm2. With an average power consumption of 89 W, the prototype produces condensation at 5340 kWh/kL. Although the prototype is currently not cost effective, the usage of TEC is promising as there is ample room for prototype improvement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHumidity. =650 \0$aDew point. =650 \0$aCondensation. =650 \0$aThermoelectric cooling. =650 14$aExtraction of water from air (EWA) =650 24$aThermoelectric cooling. =650 24$aCondensation. =650 24$aDew point. =650 24$aHumidity. =700 1\$aFok, S. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120105.htm =LDR 02910nab a2200577 i 4500 =001 JTE20120183 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120183$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120183$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aZhang, Jian-ping,$eauthor. =245 10$aWhite OLED Weibull Life Prediction Using Maximum Likelihood Estimation /$cJian-ping Zhang, Jiong-lei Wu, Yu. Liu, Helen Wu, Aixi Zhou, Wen-li Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA theoretical model using Weibull distribution and maximum likelihood estimation (MLE) was established to statistically analyze the test data, which were obtained by three groups of constant stress accelerated life tests. The life prediction software was applied to simplify the calculation and achieve organic light-emitting device (OLED) life estimation. The results indicate that the Weibull distribution is fit to describe white OLED life, and the precise accelerated parameter ? is particularly useful to predict the white OLED life within a shorter time, which provides significant guidelines to help engineers make decisions in design and manufacturing strategy from the aspect of reliability life. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLife prediction. =650 \0$aWeibull distribution. =650 \0$aAccelerated life test. =650 \0$aWeibulldistribution$xTextbooks. =650 \0$aProbabilities$xTextbooks. =650 \0$aProbabilities. =650 14$aWhite OLED. =650 24$aLife prediction. =650 24$aAccelerated life test. =650 24$aMLE. =650 24$aWeibull distribution. =700 1\$aWu, Jiong-lei,$eauthor. =700 1\$aLiu, Yu.,$eauthor. =700 1\$aWu, Helen,$eauthor. =700 1\$aZhou, Aixi,$eauthor. =700 1\$aWu, Wen-li,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120183.htm =LDR 03480nab a2200541 i 4500 =001 JTE103905 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103905$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103905$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA445 =082 04$a620.1366$223 =100 1\$aLuo, Hui,$eauthor. =245 10$aApplication Research on Anti-Cracking Agent for Semi-Rigid Base /$cHui Luo, Hong-Ping Zhu, Jian-Ming Zi, Ying Wang, Yong-Fa Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aSemi-rigid base materials have been widely used in recent years. However, this material is easy to crack, which adversely affects the performance of the pavement. In this paper, an innovative reclaimed phosphogypsum-based material is used as an anti-cracking agent added in the semi-rigid base. Several laboratory tests and field observations have been taken to evaluate the potential of the material that we are proposing to be used as an anti-cracking agent. The shrinkage tests show that the shrink space of the road base caused by the variations of the temperature and humidity has decreased dramatically because of the involvement of the anti-cracking agent. The influence of the delay on the molding time and on the strength of gravel mixtures is also analyzed, and the results show that the anti-cracking agent has a slow setting performance. By adding an anti-cracking agent into the semi-rigid base material, early strength of the material is enhanced, curing period is shortened, and lasting quality is improved. The continuous construction of the base and asphalt pavement are technically feasible in the testing road because of the excellent expansion, densification, and water-resistance characteristics of the anti-cracking agent. As a result, cracks in the pavement can be retarded or lightened, and, thus, the pavement service life can be extended. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShrinkage test. =650 \0$aAnti-cracking agent. =650 \0$aReinforced concrete$xCracking. =650 \0$aReinforced concrete$xFracture. =650 \0$aReinforced concrete. =650 14$aAnti-cracking agent. =650 24$aRoad. =650 24$aShrinkage test. =650 24$aContinuous construction of the base and asphalt pavement. =700 1\$aZhu, Hong-Ping,$eauthor. =700 1\$aZi, Jian-Ming,$eauthor. =700 1\$aWang, Ying,$eauthor. =700 1\$aLu, Yong-Fa,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103905.htm =LDR 03087nab a2200517 i 4500 =001 JTE20120190 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120190$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120190$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP261.H9 =082 04$a333.79/68$223 =100 1\$aLee, Dongsun,$eauthor. =245 13$aAn Investigation of Hydrogen Environment Effect on the Strain Aging of Low-Carbon Steel through Vickers Hardness Test /$cDongsun Lee, Aki-nori Yamamoto, Yasuji Oda, Hiroshi Noguchi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aIn recent years, increasing attention has been paid to the effect of a hydrogen environment on the fatigue limit of hydrogen-power systems and infrastructure. In carbon steel, strain aging is one of the important factors influencing non-propagating crack behavior, which is related to the fatigue limit. In the present study, to investigate the effects of hydrogen on the strain aging of low-carbon steel (0.13 % carbon steel), Vickers hardness tests were carried out on the carbon steel. A couple of 0.13 % carbon steel specimens with a large-scale plastic zone were aging heat-treated; one was a hydrogen-charged specimen, whereas the other was an uncharged specimen. The Vickers hardness of the hydrogen-charged specimen was found to be lower than that of the uncharged specimen. This observation implies that hydrogen inhibits strain-aging hardening of low-carbon steel. The observation also suggests that hydrogen could affect the non-propagating crack behavior through the inhibition of strain aging. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain aging. =650 \0$aVickers hardness. =650 \0$aHydrogen embrittlement. =650 \0$aFuel cells$xResearch. =650 \0$aGlobal warming$xPrevention. =650 14$aStrain aging. =650 24$aHydrogen embrittlement. =650 24$aVickers hardness. =700 1\$aYamamoto, Aki-nori,$eauthor. =700 1\$aOda, Yasuji,$eauthor. =700 1\$aNoguchi, Hiroshi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120190.htm =LDR 03550nab a2200565 i 4500 =001 JTE104639 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104639$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104639$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aHossain, Zahid,$eauthor. =245 10$aBehavior of Selected Warm Mix Asphalt Additive Modified Binders and Prediction of Dynamic Modulus of the Mixes /$cZahid Hossain, Musharraf Zaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThis study evaluated the viscoelastic properties of a performance grade binder modified with different dosages of a selected wax-based warm mix asphalt (WMA) additive (WMA1). The effects of reduced rolling thin film oven (RTFO) aging on the stiffness of the WMA1-modified binder were also evaluated. The viscoelastic properties of the modified binders were then used to estimate the dynamic modulus (E*) values of the WMA mixes through time temperature superposition principles. Furthermore, the effects of a selected liquid anti-stripping agent (ASA), ASA1, on the properties of the WMA1-modified binder were investigated. It was observed that the linear viscoelastic limits of WMA1-modified binders decreased with an increasing dosage of WMA1. Reduced RTFO aging was found to have significant effects on the stiffness of the WMA1-modified binder. The Hirsch model was found to provide better approximations of the E* values than the Witczak model. The Witczak model, based on dynamic shear rheometer data, was found to significantly underestimate the E* values. Although ASA1 did not reduce the beneficial effects of WMA1, it was found to increase the E* values of the WMA mix. The findings of this study are expected to offer transportation professionals a better understanding of the evaluation of WMA binders and mixes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStripping. =650 \0$aDynamic modulus. =650 \0$aWarm mix asphalt. =650 \0$aViscoelastic properties. =650 \0$aAsphalt concrete$vHandbooks, manuals, etc. =650 \0$aMixtures$xDesign$vHandbooks, manuals, etc. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aMEPDG. =650 24$aDynamic modulus. =650 24$aViscoelastic properties. =650 24$aWarm mix asphalt. =650 24$aStripping. =700 1\$aZaman, Musharraf,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104639.htm =LDR 03687nab a2200541 i 4500 =001 JTE20120037 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120037$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120037$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPR9199.3.A8 =082 04$a813/.54$223 =100 1\$aChen, Cheng-Che,$eauthor. =245 10$aFuzzy Testing for Regression Coefficient of Fuzzy Numbers /$cCheng-Che Chen, Chun-Mei Lai, Wen-Chi Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aStatistical regression analysis is one of the important statistical methods and has been widely applied to different scientific areas. Classical regression analysis models are limited to crisp data. In practice, however, data are usually imprecise because data are difficult to measure precisely or data are determined subjectively. When dealing with fuzzy data, using classical regression analysis method to test the regression coefficient would be improper and lead to an incorrect decision. Regarding the topic of fuzzy regression analysis, most of the related literature focused on presenting methods of estimating regression coefficient in order to improve the ability of data interpreting. Unfortunately, those studies ignored the significance of the regression coefficient. That is, after constructing a fuzzy linear regression model, the regression coefficient must be tested as to whether they have the statistical meaning or not. The purpose of this paper is to develop a fuzzy testing method to test the regression coefficient with fuzzy data. Under the environment of crisp hypothesis, crisp critical value, and fuzzy data, the upper bound and lower bound of ?-cuts of fuzzy testing statistics can be obtained based on ?-cuts of fuzzy sets and extension principle. The membership function of fuzzy testing statistics can then be constructed. Finally, based on the membership function, a fuzzy testing method is developed to analyze those fuzzy data and further to make a statistical decision. Because the proposed testing method is based on membership function, when the data are crisp, the proposed approach can degenerate to the classical testing method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuzzy data. =650 \0$aRegression. =650 \0$aFuzzy number. =650 \0$aFuzzy testing. =650 \0$aEnvironmental disasters. =650 \0$aRegression(Civilization) =650 \0$aScience fiction. =650 14$aFuzzy data. =650 24$aFuzzy number. =650 24$aRegression. =650 24$aFuzzy testing. =700 1\$aLai, Chun-Mei,$eauthor. =700 1\$aSun, Wen-Chi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120037.htm =LDR 03556nab a2200577 i 4500 =001 JTE20120169 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120169$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120169$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC662.18 =082 04$a616.4/624$223 =100 1\$aPepper, M. Reese,$eauthor. =245 10$aEvaluation of Adult Body Adiposity, Size, and Shape by Stereovision Imaging /$cM. Reese Pepper, Jeanne H. Freeland-Graves, Wurong Yu, Phillip R. Stanforth, Bugao Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b44 =520 3\$aOverweight and obesity status is often categorized by body mass index (BMI), although this is not a measurement of body fat. Adiposity, especially in the abdominal area, is a better predictor of obesity-related diseases. However, current methods for assessment of body composition have limitations of bulkiness and expense. The purpose of this study was to evaluate a stereovision imaging system for analysis of body fat. A sample of 105 subjects was measured for body volume using the stereovision imaging system, as compared to air displacement plethysmography and hydrodensitometry. Body density was calculated from total body volume via stereovision imaging, air displacement plethysmography, and hydrodensitometry with weight. Then fat was computed via the Siri equation, and compared to body fat measurements via dual energy X-ray absorptiometry. Mean volume and fat measurements by stereovision and air displacement plethysmography did not differ significantly (mean differences -0.07 ± 0.17 L, -0.36 ± 0.82 kg, respectively, P > 0.05). Stereovision measurements of regional body volumes, lengths, and circumferences were used to develop a prediction equation via internal cross-validation for improved estimation of fat mass. This prediction equation reduced variation in individuals and improved effectiveness of the stereovision imaging system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdiposity. =650 \0$aBiomedical engineering. =650 \0$aBody composition. =650 \0$aFat mass. =650 \0$aStereovision. =650 \0$aDrug Discovery. =650 \0$aMedicine. =650 14$aBody composition. =650 24$aStereovision. =650 24$aFat mass. =650 24$aAdiposity. =650 24$aBiomedical engineering. =700 1\$aFreeland-Graves, Jeanne H.,$eauthor. =700 1\$aYu, Wurong,$eauthor. =700 1\$aStanforth, Phillip R.,$eauthor. =700 1\$aXu, Bugao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120169.htm =LDR 03076nab a2200565 i 4500 =001 JTE20120161 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120161$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120161$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD61 =082 04$a660.284298$223 =100 1\$aMertz, A. M.,$eauthor. =245 10$aUnderstanding Melt Index and ASTM D1238 /$cA. M. Mertz, A. W. Mix, H. M. Baek, A. J. Giacomin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aIn plastics manufacturing, the melt flow index (MFI) is used as a routine indicator of rheological behavior when more expensive and laborious determinations of well-defined material functions are impractical. The MFI is the mass flow rate in a pressure driven flow through a standardized abrupt cylindrical contraction into a short tube performed under a standardized combination of pressure drop and temperature. In this paper, we use a finite element model to explore the connections between rheological properties and melt index. We explore the role of shear thinning by modeling the flow through the melt indexer using the Bird-Carreau model. We then explore the role of melt viscoelasticity in the MFI using the corotational Maxwell model. We present our results in dimensionless charts designed to help plastics engineers specify the MFI of a plastic for an industrial manufacturing process of known material functions. Worked examples are included to show how to use the results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMelt index. =650 \0$aMelt flow rate. =650 \0$aMelt flow index. =650 \0$aBird-Carreau model. =650 \0$aMeltcrystallization. =650 \0$aZone melting. =650 14$aMelt index. =650 24$aMelt flow index. =650 24$aMelt flow rate. =650 24$aASTM D1238. =650 24$aCorotational Maxwell model. =650 24$aBird-Carreau model. =700 1\$aMix, A. W.,$eauthor. =700 1\$aBaek, H. M.,$eauthor. =700 1\$aGiacomin, A. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120161.htm =LDR 03864nab a2200433 i 4500 =001 JTE20120171 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120171$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120171$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC21 =082 04$a530$223 =100 1\$aEvenson, Janet,$eauthor. =245 14$aThe Effects of Accelerated Heat and Light Aging on Textiles Marked with Fabric Marking PensAuthors conducted an informal survey about marking pen usage in quilting with quiltmakers at the annual convention of the Nebraska State Quilt Guild in Omaha, NE, July 25, 2002. /$cJanet Evenson, Patricia Cox Crews. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aTemporary fabric marking pens are popular products among quilters and home sewers. However, no published studies exist concerning long-term effects of temporary marking pens to help consumers make informed decisions. The purpose of this study was twofold: (1) to determine whether temporary marking pens in combination with ink removal treatments contribute to degradation or discoloration of fabrics over time, and (2) to determine whether marking pen ink that remains on fabric for 30 days can be successfully removed and thereby avoid discoloration of quilts or other home sewing projects. Specimens were marked with one of three brands of marking pen (Dritz, Clover and Crayola) and subjected to ink removal treatments (eraser pen, water, or no treatment), followed by heat or light aging. Changes in color and strength were measured. Results showed that the water immersion ink removal treatment was the most effective method for removing marking pen ink and was associated with much less discoloration than eraser pen ink removal treatments. Eraser pens caused statistically significant discoloration following both light and heat aging on both fabric types. They proved to be an undesirable ink removal treatment. Temporary marking pen inks, if rinsed out thoroughly using a water immersion treatment, do not result in discoloration or strength losses when exposed to heat and light aging. This suggests that consumers should use marking pens only if they launder their newly completed projects. Results also show that consumers may complete quilting and sewing projects over a period of several weeks without concern about ink removal because marked fabric specimens given a water immersion treatment within 30 days exhibited no more discoloration than the control specimens. Results of this study could influence the ink removal recommendations that manufacturers list on the packaging and the practices of quilters and home sewers who use the products. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMechanics. =650 \0$aPhysics. =650 \0$aSound. =700 1\$aCrews, Patricia Cox,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120171.htm =LDR 03449nab a2200613 i 4500 =001 JTE20120006 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120006$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120006$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.C3 =082 04$a620.1/93$223 =100 1\$aLi, Xiaofeng,$eauthor. =245 10$aMeasuring Mechanical Properties of the 3D Carbon/Carbon Composite Using Automated Grid Method /$cXiaofeng Li, Zhongwei Zhang, Lijun Qin, Xiaoguang Yang, Zhihai Feng, Yang Wang, Hong Miao, Linghui He, Xinglong Gong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA precise measurement, which was based on the automated grid method, was developed to analyze the mechanical properties of a three-dimensional reinforced carbon/carbon composite under tensile and shear loading conditions. Young's moduli and Poisson's ratios of the carbon/carbon composites were studied by means of unidirectional tension testing, and the shear modulus was measured using the Iosipescu shear testing technique. The contact measurement method also was applied to test the tensile strain, and a more sophisticated method based on the digital image correlation technique was applied to test the shear strain. All the testing results obtained from the different methods agree well with one another, and the analysis indicates that the automated grid method is appropriate for testing the mechanical properties of carbon/carbon composites. Based on the stress state analysis, the Young's modulus along the wrap or weft fiber orientations of the carbon/carbon composite can be obtained via the Iosipescu shear test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIosipescu shear test. =650 \0$aAutomated grid method. =650 \0$aMechanical properties. =650 \0$aCarbon/carbon composites. =650 \0$aGraphite. =650 \0$aCarbon. =650 14$aCarbon/carbon composites. =650 24$aMechanical properties. =650 24$aNon-contact measurement method. =650 24$aAutomated grid method. =650 24$aIosipescu shear test. =700 1\$aZhang, Zhongwei,$eauthor. =700 1\$aQin, Lijun,$eauthor. =700 1\$aYang, Xiaoguang,$eauthor. =700 1\$aFeng, Zhihai,$eauthor. =700 1\$aWang, Yang,$eauthor. =700 1\$aMiao, Hong,$eauthor. =700 1\$aHe, Linghui,$eauthor. =700 1\$aGong, Xinglong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120006.htm =LDR 03534nab a2200577 i 4500 =001 JTE20120022 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120022$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120022$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL670.3 =082 04$a629.1/3334/09$223 =100 1\$aLin, S. J.,$eauthor. =245 10$aAircraft Turbine Engine Manufacturing with Multiple Specifications /$cS. J. Lin, D. L. Yang, F. T. Cheng, M. F. Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe blade is a key part of an aircraft engine because its geometry and manufacturing quality affect engine performance and the lift time of the airplane. Therefore, blade inspection is a key aspect of engine quality. Measuring and analyzing airfoil section parameters and geometric tolerance are essential but complex tasks in blade inspection. This study focuses on the airfoil geometry. Dimensional inspection of complex geometry parts by coordinate measuring machines is a common practice in both the automotive and aerospace industries. The conventional approach is to accept or reject parts according to inspection data. This study used a method of evaluating the capability of the blade manufacturing process to produce blades that conform to the profile specifications. The blade is possessed of multiple characteristics. All these characteristics influence the blade manufacturing process yield. An overall yield measure index CpkT is used for performing accurate yield assessments of processes with multiple characteristics. That is, the index is a generalization of the index Cpk. The applied method measures the process capability to produce a blade that meets the manufacturing specifications considering multiple product quality characteristics, including the segments of the airfoil section. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAirfoil section. =650 \0$aBlade inspection. =650 \0$aCapability assessment. =650 \0$aMultiple characteristics. =650 \0$aProcess capability index. =650 \0$aAirplanes$xHistory. =650 \0$aAirplanes$xDesign and construction$xHistory. =650 \0$aAircraft$xEngineering. =650 14$aCapability assessment. =650 24$aMultiple characteristics. =650 24$aAirfoil section. =650 24$aBlade inspection. =650 24$aProcess capability index. =700 1\$aYang, D. L.,$eauthor. =700 1\$aCheng, F. T.,$eauthor. =700 1\$aWu, M. F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120022.htm =LDR 02927nab a2200517 i 4500 =001 JTE104563 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104563$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104563$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.76.E95 =082 04$a006.3$223 =100 1\$aLiao, Chin-Nung,$eauthor. =245 13$aAn Evaluation Model Using Fuzzy TOPSIS and Goal Programming for TQM Consultant Selection /$cChin-Nung Liao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThere are many businesses implementing total quality management (TQM) to obtain a competitive advantage and achieve business objectives. However, few businesses have addressed external consultant selection for the successful implementation of a TQM program in business quality management. The decisions made in a TQM program usually involve several objectives or criteria, and it is often necessary to make compromises when choosing from among possibly conflicting factors. In this paper, a novel method integrates the fuzzy analytical hierarchy process (FAHP), the fuzzy technique for order preference by similarity to an ideal solution (TOPSIS), and multi-segment and choice goal programming (MSCGP) methods to solve TQM consultant selection problems. A real-life case study is presented to illustrate the application of the proposed method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDecision-making. =650 \0$aGoal programming (GP) =650 \0$aExpert systems (Computer science) =650 \0$aNeural networks (Computer science) =650 \0$aFuzzy systems. =650 \0$aFuzzy logic. =650 14$aTotal quality management (TQM) =650 24$aFuzzy analytical hierarchy process (FAHP) =650 24$aTechnique for order preference by similarity to an ideal solution (TOPSIS) =650 24$aGoal programming (GP) =650 24$aDecision-making. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104563.htm =LDR 02029nab a2200505 i 4500 =001 JTE11067J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11067J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11067J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a624.1/8$223 =100 1\$aLankford, J.,$eauthor. =245 10$aDiscussion of "On the Quantitative Analysis of Fatigue Crack Propagation" by A. J. McEvily /$cJ. Lankford, ME. Fine, C. Alstetter, JR. Davidson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aQuantitative analysis. =650 \0$aBuilding materials$xFatigue. =650 \0$aBuilding materials$xService life. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aQuantitative analysis. =700 1\$aFine, ME.,$eauthor. =700 1\$aAlstetter, C.,$eauthor. =700 1\$aDavidson, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11067J.htm =LDR 03392nab a2200673 i 4500 =001 JTE11063J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11063J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11063J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.1/5136$223 =100 1\$aGangopadhyay, CR.,$eauthor. =245 10$aOne-Dimensional Consolidation Under Linear Loading /$cCR. Gangopadhyay, U. Bhattacharya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA nonlinear theory of consolidation under linear loading is formulated for various load-increment ratios. Variable coefficients of permeability and volume decrease and constant coefficient of consolidation are assumed during consolidation. The results obtained for a very small load-increment ratio very closely follow those of Schiffman's linear loading theory. A hydraulic loading odometer having provisions for applying linear loading and multipoint pore-pressure measurement is developed. Laboratory linear loading tests on kaolin and Calcuttta silty clay under a load-increment ratio K of 0.25 indicate that the experimental pore pressures dissipate at a faster rate than predicted by both non-linear and Schiffman theories. Improved agreement between experiment and theories are observed for K = 4. A quasi-preconsolidation effect is observed during early stages of consolidation. The void ratio effective stress relationship based on base pore pressures and isochrones obtained during slow rate of linear loading tests very closely follows the curve determined conventionally. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClays. =650 \0$aTests. =650 \0$aOdometer. =650 \0$aIsochrone. =650 \0$aVoid ratio. =650 \0$aConsolidation. =650 \0$aLinear loading. =650 \0$aSoil mechanics. =650 \0$aEffective stress. =650 \0$aPore-water pressures. =650 \0$aSettlement (structural) =650 \0$aSoilmechanics. =650 14$aClays. =650 24$aConsolidation. =650 24$aSoil mechanics. =650 24$aSettlement (structural) =650 24$aTests. =650 24$aEffective stress. =650 24$aIsochrone. =650 24$aLinear loading. =650 24$aOdometer. =650 24$aVoid ratio. =650 24$aPore-water pressures. =700 1\$aBhattacharya, U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11063J.htm =LDR 02469nab a2200589 i 4500 =001 JTE11064J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11064J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11064J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD469 =082 04$a541.396$223 =100 1\$aMeletis, EI.,$eauthor. =245 10$aTechniques for Determination of the Crystallographic Characteristics of Environmentally Induced Brittle Fractures /$cEI. Meletis, RF. Hochman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aFive methods for determination of the crystallography of transgranular, environment-assisted fractures are described. The application of these methods is illustrated in order to obtain the macrocrystallography and microcrystallography of fractographic features. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aCorrosion. =650 \0$aTrace analysis. =650 \0$aPhotogrammetric methods. =650 \0$aEtch-pit characterization. =650 \0$aCrystallography. =650 \0$aChemical bonds. =650 \0$aMolecules. =650 14$aPhotogrammetric methods. =650 24$aCracks. =650 24$aCrystallography. =650 24$aCorrosion. =650 24$aElectron channeling pattern analysis. =650 24$aEtch-pit characterization. =650 24$aCrack-feature replication. =650 24$aTrace analysis. =700 1\$aHochman, RF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11064J.htm =LDR 02898nab a2200529 i 4500 =001 JTE11069J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11069J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11069J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN800 =082 04$a553.2/4$223 =100 1\$aStahl, RG.,$eauthor. =245 14$aThe Quality of Runoff from Model Coal Piles /$cRG. Stahl, EM. Davis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aFour different coals were tested under controlled laboratory conditions of simulated rainfall events over a 120-day period to determine some of the changes in the quality of the runoff. Illinois #6, Western Kentucky, Montana Nerco, and Central Texas lignite coal-pile runoffs were analyzed for 13 standard water quality parameters. Ranges of the average values for those runoffs were pH, 2.2 to 7.1; oxidation-reduction potential, -3 to 284 mV; conductivity, 200 to 5833 ?mhos/cm; turbidity, 5 to 98, number of transfer units; ammonia, 0.2 to 1.0 mg/L; nitrate 0.3 to 27.0 mg/L, organic nitrogen, 9 to 50 mg/L; sulfate, 65 to 7211 mg/L; total organic carbon, 6 to 70 mg/L; inorganic carbon, 2.6 to 21 mg/L; biochemical oxygen demand <5 to 20 mg/L; chemical oxygen demand, 65 to 744 mg/L; and suspended solids (nonfiltrable residue) 54 to 596 mg/L. This research demonstrated some of the qualities of runoff that may be expected from stockpiles of these four representative coals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRunoff. =650 \0$aWater quality. =650 \0$aWater pollution. =650 \0$aCoal pile runoff. =650 \0$aCoal. =650 \0$aCoal$xEnvironmental aspects. =650 \0$aPollutants$xCoal. =650 14$aWater quality. =650 24$aWater pollution. =650 24$aRunoff. =650 24$aCoal pile runoff. =700 1\$aDavis, EM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11069J.htm =LDR 02970nab a2200565 i 4500 =001 JTE11071J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11071J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11071J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP519.9.F58 =082 04$a616.07/56$223 =100 1\$aHo, CL.,$eauthor. =245 12$aA Rapid Method for Determining Triuranium Octoxide (U3O8) by Fluorometry /$cCL. Ho, B. Dupre, C. Mahan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA rapid method for determining triuranium octoxide (U3O8) in geologic, biologic, and water samples by fluorometry is described. Release of total U3O8 from geologic samples was accomplished by fusing samples with lithium tetraborate at 1040°C (1904°F) and subsequently dissolving the molten sample in 1.6N nitric acid. U3O8 in biologic samples and in association with organic substances in water was liberated by oxidation with concentrated nitric acid. U3O8 in 1.6N nitric acid was complexed with trioctylphosphine oxide and extracted into cyclohexane. The recovery of 0.1-?g U3O8 in the presence of 100 to 500 ?g each of potential interfering elements ranged from 99 to 105%. Results on reference samples corresponded well to the reported values. The new method proved to be more reproducible and efficient than the method that uses ethyl acetate extraction from a saturated aluminum nitrate solution for determining total U3O8 in geologic samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMethods. =650 \0$aUranium. =650 \0$aOxidation. =650 \0$aFluorometers. =650 \0$aFluorometry. =650 \0$aBiomolecules$xAnalysis. =650 \0$aClinical chemistry. =650 14$aFluorometers. =650 24$aUranium. =650 24$aOxidation. =650 24$aMethods. =650 24$aU3O8. =650 24$aFluorometry. =700 1\$aDupre, B.,$eauthor. =700 1\$aMahan, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11071J.htm =LDR 02863nab a2200565 i 4500 =001 JTE11072J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11072J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11072J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1623$223 =100 1\$aFishman, MJ.,$eauthor. =245 12$aA Standard-Reference Water-Suspended Sediment Sample for Total Recoverable Metals /$cMJ. Fishman, BA. Malo, DK. Boyle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe U.S. Geological Survey has been preparing and maintaining a library of standard-reference water samples for dissolved inorganic constituents for 19 years. Recently, the reference-sample program was expanded to include a water-suspended sediment mixture for the determination of total recoverable metals. An interlaboratory round-robin study was conducted. Digestion procedures used by the U.S. Geological Survey and the U.S. Environmental Protection Agency were used to solubilize the metals before their measurement. The data indicate the both digestion procedures for total recoverable metals are essentially equivalent. Precision data are comparable to those data obtained in standard-reference water samples for dissolved metals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWater analysis. =650 \0$aQuality control. =650 \0$aStatistical analyses. =650 \0$aWater quality standards. =650 \0$aMetals. =650 \0$aCorrosion and anti-corrosives. =650 \0$aAlloys$xCorrosion. =650 14$aMetals. =650 24$aStatistical analyses. =650 24$aWater analysis. =650 24$aQuality control. =650 24$aStandard reference materials. =650 24$aWater quality standards. =700 1\$aMalo, BA.,$eauthor. =700 1\$aBoyle, DK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11072J.htm =LDR 02911nab a2200589 i 4500 =001 JTE11062J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11062J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11062J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aEarly, JG.,$eauthor. =245 13$aAn Evaluation Method for Comparing Domestic and Foreign Materials Specifications /$cJG. Early, HL. Hime. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aConsistent decisions on the degree of equivalence between metal specifications of different national origins cannot be made only on the basis of chemical composition and direct comparison of mechanical property numbers. There are numerous additional factors, which, if present, can influence the determination of equivalency because of their effect on property requirements. In order to remove the uncertainty in this decision-making process, these additional factors must be evaluated in each comparison. A generalized approach has been developed in which evaluation criteria have been identified and discussed in terms of their role in the determining of equivalence. These criteria are presented as part of a guideline for conducting material specification comparisons. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals. =650 \0$aEquivalence. =650 \0$aTest requirements. =650 \0$aComparison methodology. =650 \0$aForeign specifications. =650 \0$aMaterials specifications. =650 \0$aMetals$xMechanical properties. =650 14$aMetals. =650 24$aMaterials specifications. =650 24$aEquivalence. =650 24$aComparison methodology. =650 24$aForeign specifications. =650 24$aTest requirements. =650 24$aASTM. =650 24$aDIN. =650 24$aJIS. =700 1\$aHime, HL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11062J.htm =LDR 02117nab a2200469 i 4500 =001 JTE11066J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11066J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11066J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1623$223 =100 1\$aArfelli, W.,$eauthor. =245 10$aQuantitative Determination of Metals in Oils by Atomic Absorption Spectrophotometry :$bInorganic Standards in Acidified Emulsions /$cW. Arfelli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aIntroducing the emulsion of an oil into the flame of an atomic absorption spectrophotometer, instead of introducing the solution of the oil or ash extract, may afford an advantage. A number of these "emulsification" procedures are summarized schematically. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEmulsification. =650 \0$aMetals. =650 \0$aCorrosion and anti-corrosives. =650 \0$aAlloys$xCorrosion. =650 14$aAtomic absorption spectrophotometry. =650 24$aEmulsification. =650 24$aMetals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11066J.htm =LDR 02979nab a2200613 i 4500 =001 JTE11068J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11068J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11068J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPZ7.H6844 =082 04$a398.2095662/04529775$223 =100 1\$aWurtz, CB.,$eauthor. =245 12$aA Twelve-Year Macroinvertebrate Study in the Vicinity of Two Thermal Discharges to the Susquehanna River Near York Haven, PA /$cCB. Wurtz, WF. Skinner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe macroinvertebrate fauna of a 14.5-km segment of the Susquehanna River in the vicinity of York Haven, PA was sampled each August for twelve successive years (1967 through 1978) in relation to two power plant thermal discharges. A total of 223 species was collected. Of these, 19 species commonly occurred and were considered to form the basic macroinvertebrate community. Discharges from the power plant with natural draft cooling towers (Three Mile Island Nuclear Station) had no significant effect on the downstream community. Discharges from the once-through cooling plant (Brunner Island Steam Electric Station) reduced the number of macroinvertebrate species in the plume of the discharge. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEcology. =650 \0$aThermal impact. =650 \0$aSusquehanna River. =650 \0$aMacroinvertebrates. =650 \0$aFossil power plants. =650 \0$aNuclear power plants. =650 \0$aWater. =650 \0$aBeads. =650 \0$aRemorse. =650 14$aWater. =650 24$aEcology. =650 24$aNuclear power plants. =650 24$aFossil power plants. =650 24$aThermal impact. =650 24$aMacroinvertebrates. =650 24$aThree Mile Island Nuclear Station. =650 24$aBrunner Island Steam Electric Station. =650 24$aSusquehanna River. =700 1\$aSkinner, WF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11068J.htm =LDR 02815nab a2200565 i 4500 =001 JTE11065J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11065J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11065J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPN2287.H45 =082 04$a791.43/028/092$223 =100 1\$aWood, RC.,$eauthor. =245 14$aThe Sandwich Method-A Proposed Approach to the Measurement of Oxygen Transmission Rate Through Moisture-Sensitive Barrier Films /$cRC. Wood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aA technique for measuring the oxygen transmission rate characteristics of moisture-sensitive barrier films is described. In this method, the operator constructs a thin sandwich in which the test specimen is confined between moist tissues and cover slips of an oxygen-transparent material. The assembled "sandwich" is tested in a conventional manner using the ASTM Test for Oxygen Gas Transmission Rate Through Plastic Film and Sheeting Using a Coulometric Sensor (D 3985). Using appropriate salt solutions, it has been found possible to develop profiles and measure the transmission characteristics of films exposed to different humidity environments. Preliminary tests using specimen duplicates indicate that the method is reproducible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOxygen. =650 \0$aTesting. =650 \0$aPermeability. =650 \0$aSalt solutions. =650 \0$aSandwich method. =650 \0$aTransmission rate. =650 \0$aFilms. =650 \0$aMotion picture actors and actresses. =650 14$aFilms. =650 24$aPermeability. =650 24$aTransmission rate. =650 24$aOxygen. =650 24$aTesting. =650 24$aSandwich method. =650 24$aSalt solutions. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11065J.htm =LDR 03572nab a2200577 i 4500 =001 JTE11070J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11070J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11070J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a363.6/1/0973$223 =100 1\$aMeans, JL.,$eauthor. =245 10$aPrecision of Low-Level Soluble Copper Measurements in Natural Freshwater Systems /$cJL. Means, JG. Ferrante. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe primary objective of this study has been to evaluate the precision of the accepted analytical methodology for soluble copper in natural fresh waters of varying copper concentrations and chemical characteristics. Six different river water samples and low-level copper standards and blanks were sent in blind form to ten participating analytical laboratories that routinely analyze copper at ambient levels. Statistical analysis of the results yields a standard deviation of ±1.0 ?g/L for a mean copper concentration of 6.0 ?g/L, and ±0.8 ?g/L for a mean copper concentration of 0.8 ?g/L. The implications of these results with respect to guidelines on maximum permissible dissolved copper concentrations (mpc) in water are as follows. It might be reasoned that a copper measurement is not significantly greater than the mpc unless it exceeds one or even two standard deviations of the mpc value. If the mpc for copper is, for example, 12.0 ?g/L, then the measured copper concentration would have to exceed 13.8 ?g/L if one standard deviation is assumed to be an acceptable scatter or 15.6 ?g/L for two standard deviation variation. The report also contains generalized standard deviation data for copper concentrations ranging from 0 to 14 ?g/L, statistical analyses of intralaboratory variation, and correlations of interlaboratory precision with solution composition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aFresh water. =650 \0$aStatistical analysis. =650 \0$aStatistical precision. =650 \0$aAqueous copper analyses. =650 \0$aCopper$xToxicology. =650 \0$aDrinking water$xCoppercontent. =650 \0$aCopper$xMetabolism$xDisorders. =650 14$aCopper. =650 24$aStatistical analysis. =650 24$aFresh water. =650 24$aAqueous copper analyses. =650 24$aStatistical precision. =650 24$aMaximum permissible concentrations. =650 24$aAtomic absorption spectrophotometry. =700 1\$aFerrante, JG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11070J.htm =LDR 03345nab a2200589 i 4500 =001 JTE12556J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12556J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12556J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.C43 =082 04$a620.1/4$223 =100 1\$aShelleman, DL.,$eauthor. =245 10$aPrediction of the Strength of Ceramic Tubular Components :$bPart II-Experimental Verification /$cDL. Shelleman, OM. Jadaan, JC. Conway, JJ. Mecholsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe strength distribution of reaction-bonded silicon carbide tubes that failed by internal pressurization was predicted from strength distributions obtained from simple laboratory test specimens at room temperature. The strength distributions of flexure bars, C-rings tested in tension, C-rings tested in compression, diametrally compressed O-rings, and internally pressurized short tubes were compared with the strength distribution of internally pressurized long tubes. The methodology involved application of Weibull statistics using elasticity theory to define the stress distributions in the simple specimens. The flexural specimens did not yield acceptable results, since they were ground before testing, thereby altering their flaw population in comparison with the processing-induced flaw populations of the tubular specimens. However, the short tube internal pressure test, the C-ring tested in tension, and the diametrally compressed O-ring test configurations yielded accurate strength predictions of full-scale tubular components, since these specimens more accurately represent the strength-limiting flaw population in the long tubes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aC-ring. =650 \0$aO-ring. =650 \0$aWeibull modulus. =650 \0$aFailure statistics. =650 \0$aWeibull statistics. =650 \0$aFailure probability. =650 \0$aNanocrystals. =650 \0$aNanostructured materials. =650 14$aFailure probability. =650 24$aFailure statistics. =650 24$aWeibull statistics. =650 24$aWeibull modulus. =650 24$aC-ring. =650 24$aO-ring. =700 1\$aJadaan, OM.,$eauthor. =700 1\$aConway, JC.,$eauthor. =700 1\$aMecholsky, JJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12556J.htm =LDR 02600nab a2200397 i 4500 =001 JTE12567J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12567J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12567J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.C43 =082 04$a620.1/40423$223 =100 1\$aWestbrook, JH.,$eauthor. =245 10$aMechanical Testing /$cJH. Westbrook. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis work is the third in a series of seven monographs on the Characterization of High Temperature Materials under the general editorship of M. McLean. Prior volumes related to microstructural and chemical characterization. The present volume represents the proceedings of a December 1988 seminar, sponsored and organized by the Institute of Metals through its committees on Materials Science, Materials Engineering and Continuing Education. The targeted audience is the nonspecialist who needs to know what types of tests are available, how to select the test most appropriate for his purposes, and who needs to have an appreciation of the methods of determination and analysis of the data he uses and knowledge of the status of national and international standards. As the editor points out, while the emphasis is on high temperature materials, the techniques and principles are applicable to many different material classes, and not all tests relevant to high temperature materials are conducted at high temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramic materials$xMechanicalproperties$xTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12567J.htm =LDR 02710nab a2200577 i 4500 =001 JTE12563J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12563J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12563J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA644.A25 =082 04$a362.1/96951/0096891$223 =100 1\$aGerofi, JP.,$eauthor. =245 10$aCondom Inflation Testing :$bStrain Distribution During Test /$cJP. Gerofi, GA. Shelley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe quality of condoms has assumed greater importance with the spread of AIDS. Many national standards have incorporated an inflation test, which stretches a substantial portion of the condom. This test has been found useful in monitoring condom quality in storage, and also indicates quality of new condoms. The spatial strain pattern as a function of volume is discussed and related to the pattern of condom breakage found in use. It is concluded that the closed end of the condom remains unstrained until the condom volume is substantial. Additional tests on the closed end of the condom, or changes in the method of evaluation of the existing test, would increase the value of the test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain. =650 \0$aStress. =650 \0$aCondoms. =650 \0$aStandards. =650 \0$aQuality control. =650 \0$aAIDS(Disease) =650 \0$aCondomuse. =650 \0$aInflation test. =650 14$aStandards. =650 24$aQuality control. =650 24$aCondoms. =650 24$aStrain. =650 24$aStress. =650 24$aAIDS. =650 24$aInflation test. =700 1\$aShelley, GA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12563J.htm =LDR 02952nab a2200601 i 4500 =001 JTE12564J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12564J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12564J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA404.8 =082 04$a620.1/12$223 =100 1\$aMunro, RG.,$eauthor. =245 14$aThe Structural Ceramics Database :$bData Acquisition Format for Monolithic Ceramics /$cRG. Munro, EF. Begley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe Structural Ceramics Database (SCD) is being developed to provide a user-friendly, computerized database of materials properties for advanced ceramics. The acquisition and the maintenance of adequate and comprehensive data are two of the critical concerns that must be addressed in establishing a state of the art system. This paper describes the basic SCD format used for data on monolithic ceramics. This format prescribes a comprehensive means for tabulating, annotating, and crediting data. The experience gained in developing this format for the SCD is discussed in the context of the issues confronting ASTM Committee E-49 on Computerization of Materials Property Data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramics. =650 \0$aData format. =650 \0$aComputerization. =650 \0$aThermal properties. =650 \0$aMaterials properties. =650 \0$aMechanical properties. =650 \0$aMaterials$xMechanical properties. =650 \0$aMetals$xMechanical properties. =650 \0$aCeramics$xMechanical properties. =650 \0$aPolymers$xMechanical properties. =650 \0$aFibrous composites$xMechanical properties. =650 14$aCeramics. =650 24$aComputerization. =650 24$aMaterials properties. =650 24$aMechanical properties. =650 24$aThermal properties. =650 24$aData format. =700 1\$aBegley, EF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12564J.htm =LDR 02383nab a2200529 i 4500 =001 JTE12565J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12565J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12565J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P55 =082 04$a691/.92$223 =100 1\$aMartins, CS.,$eauthor. =245 10$aTheoretical Comparison of Error in KIc Values Determined by Different Testing Methods of Ceramics /$cCS. Martins, M. Steen, LG. Rosa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aExperimental errors in measuring the values of the different variables included in the formulae for KIc evaluation can affect the accuracy of fracture toughness results. In this work, the effect of error propagation, leading to the final error in the KIc value, is analyzed in terms of type of testing method and specimen geometry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramics. =650 \0$aError analysis. =650 \0$aFracture toughness tests. =650 \0$aCeramics, Glass, Composites, Natural Methods. =650 \0$aFracture mechanics. =650 \0$aStructural Mechanics. =650 \0$aEngineering Design. =650 14$aCeramics. =650 24$aError analysis. =650 24$aFracture toughness tests. =700 1\$aSteen, M.,$eauthor. =700 1\$aRosa, LG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12565J.htm =LDR 02475nab a2200589 i 4500 =001 JTE12562J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12562J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12562J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPG3213 =082 04$a891.7083$223 =100 1\$aLyon, RE.,$eauthor. =245 10$aShear Strength of a Ductile Material from Torsion of Solid Cylinders /$cRE. Lyon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThe shear strengths of two ductile epoxies are obtained from solid cylinder torsion using a data reduction scheme. The results are in quantitative agreement with shear data from torsion of thin-walled tubes of the same materials, particularly with regard to the coincidence of the peak yield stress and strain. The described technique is useful for characterizing ductile material behavior in shear using a simple, solid cylinder specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEpoxy. =650 \0$aDuctile. =650 \0$aTorsion. =650 \0$aYielding. =650 \0$aPlasticity. =650 \0$aThin-walled tube. =650 \0$aSandwich structures. =650 \0$aYield point. =650 \0$aTensile strength. =650 \0$aShear strength. =650 14$aShear strength. =650 24$aTorsion. =650 24$aDuctile. =650 24$aYielding. =650 24$aThin-walled tube. =650 24$aPlasticity. =650 24$aEpoxy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12562J.htm =LDR 03194nab a2200553 i 4500 =001 JTE12555J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12555J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12555J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/4$223 =100 1\$aJadaan, OM.,$eauthor. =245 10$aPrediction of the Strength of Ceramic Tubular Components :$bPart I-Analysis /$cOM. Jadaan, DL. Shelleman, JC. Conway, JJ. Mecholsky, RE. Tressler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe objective of this paper is to develop the analytical background for test methodologies that will enable accurate prediction of the strength distribution of ceramic tubular components from the strength distributions of simple specimens. Four simple specimen configurations and two tubular configurations were selected for this purpose. The simple specimen configurations were (1) four-point bend, (2) C-ring tested in compression, (3) C-ring tested in tension, and (4) O-ring tested in diametral compression. In addition, a short tube tested by axially compressing rubber inside the tube and a long tube subjected to internal pressure were analyzed. These specimen configurations were for the most part selected in a tubular shape in order to simulate the shape of tubular structural components. The prediction of the strength distribution of one specimen from that of another was based on Weibull statistical theory. Effective volume and area expressions, necessary for failure prediction, were derived for these specimen configurations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEffective volume. =650 \0$aWeibull analysis. =650 \0$aFailure probability. =650 \0$aStrength distribution. =650 \0$aCeramic-matrix composites. =650 \0$aPolymeric composites. =650 14$aStrength distribution. =650 24$aFailure probability. =650 24$aWeibull analysis. =650 24$aEffective volume. =700 1\$aShelleman, DL.,$eauthor. =700 1\$aConway, JC.,$eauthor. =700 1\$aMecholsky, JJ.,$eauthor. =700 1\$aTressler, RE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12555J.htm =LDR 02879nab a2200649 i 4500 =001 JTE12557J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12557J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12557J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/66$223 =100 1\$aJendoubi, K.,$eauthor. =245 10$aEffect of Thickness on Elasto-Plastic Deformation and Hysteretic Energy Dissipated at Crack Tip /$cK. Jendoubi, N. Ranganathan, N. Merah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aA study was carried out to verify the influence of thickness on elasto-plastic deformation and the hysteretic energy dissipated at the crack tip. The analysis is based on global energy and local strain measurements that are made on 4,12, and 30 mm thick compact tension specimens. A discussion of fatigue crack growth in the plane stress and plane strain states is presented. The tests were conducted under constant ?K at R = 0.1 and 0.5 on 2024-T351 aluminum alloy. Experimental results were compared with those obtained from linear elastic fracture mechanics and finite element methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain. =650 \0$aFatigue. =650 \0$aCrack tip. =650 \0$aThickness. =650 \0$aPlane strain. =650 \0$aPlane stress. =650 \0$aCrack closure. =650 \0$aMicrostrain gage. =650 \0$aHysteretic energy. =650 \0$aStrain energy density. =650 14$aFatigue. =650 24$aStrain. =650 24$aHysteretic energy. =650 24$aStrain energy density. =650 24$aCrack closure. =650 24$aPlane stress. =650 24$aPlane strain. =650 24$aCrack tip. =650 24$aThickness. =650 24$aMicrostrain gage. =700 1\$aRanganathan, N.,$eauthor. =700 1\$aMerah, N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12557J.htm =LDR 02893nab a2200661 i 4500 =001 JTE12559J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12559J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12559J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2275 =082 04$a690$223 =100 1\$aLatta, BM.,$eauthor. =245 10$aNonintrusive Test for Argon Gas Content in Windows :$bFeasibility Study /$cBM. Latta, L. Bogan, GS. Wagner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe objective was to find a nonintrusive technique for determining the gas content of an insulated glass window unit. During this study, first measurements of the electric breakdown field for air-argon mixtures were obtained. The breakdown field does not depend strongly on whether the electrodes are plain window glass or glass with low emissivity coatings, nor does it depend on the glass electrode spacing. Our reported strong variation of the breakdown field with admixtures of air to the argon gas suggests that this approach could provide an inexpensive nonintrusive gas analysis for insulated glass window units with an ultimate precision of 0.1% on the argon content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArgon. =650 \0$aField. =650 \0$aSpark. =650 \0$aWindow. =650 \0$aElectric. =650 \0$aDischarge. =650 \0$aPotential. =650 \0$aBreak-down. =650 \0$aArgon$xResearch. =650 \0$aStrength of materials$xTesting. =650 \0$aGlass$xTesting. =650 \0$aNonintrusive Test. =650 14$aArgon. =650 24$aGas. =650 24$aWindow. =650 24$aElectric. =650 24$aDischarge. =650 24$aSpark. =650 24$aBreak-down. =650 24$aField. =650 24$aPotential. =700 1\$aBogan, L.,$eauthor. =700 1\$aWagner, GS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12559J.htm =LDR 01995nab a2200421 i 4500 =001 JTE12566J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12566J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12566J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQL121 =082 04$a592/.177$223 =100 1\$aReemsnyder, HS.,$eauthor. =245 10$aMaterials for Marine Systems and Structures /$cHS. Reemsnyder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe treatise begins with an overview on the theme of materials performance in marine systems and structures. Types and design aspects of, and materials selection for, marine structures are outlined. The welding process, fatigue resistance of weldments, corrosion fatigue of weldments, and the seawater corrosion of reinforced concrete are touched on briefly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBiomineralization. =650 \0$aMarinebiology. =650 \0$aMarineinvertebrates. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12566J.htm =LDR 02491nab a2200529 i 4500 =001 JTE12558J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12558J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12558J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH205 =082 04$a570.28/2$223 =100 1\$aShi, D.,$eauthor. =245 10$aAccuracy of a Volume Fraction Measurement Using Areal Image Analysis /$cD. Shi, D. Winslow. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe method of interval estimation is used to determine the accuracy of a volume fraction measurement obtained from an areal image analysis of a series of images. The accuracy is found to depend upon the average number of objects found in each section and the number of sections that are analyzed. The method can be applied to completed measurements on a set of two-dimensional sections to estimate the error in the result. Or, the method can be used before making any measurements to select the number of sections and the size of each section for a desired accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aArea fraction. =650 \0$aVolume fraction. =650 \0$aImage analysis. =650 \0$aMicroscopy. =650 \0$aImaging systems. =650 \0$aScience. =650 14$aImage analysis. =650 24$aVolume fraction. =650 24$aArea fraction. =650 24$aAccuracy. =700 1\$aWinslow, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12558J.htm =LDR 02923nab a2200541 i 4500 =001 JTE12561J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12561J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12561J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE205 =082 04$a388.1$223 =100 1\$aRamsamooj, DV.,$eauthor. =245 10$aPrediction of Fatigue Life of Asphalt Concrete Beams from Fracture Tests /$cDV. Ramsamooj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aA substantial amount of experimental data is presented to verify a theoretical solution for predicting the fatigue life of asphalt concrete beams from fracture tests. The theory utilizes the principles of fracture mechanics and covers the full range of loading from low to high. The raw test data extracted from a report by Majidzadeh et al. [1] include dynamic modulus, ultimate tensile strength, critical stress-intensity factor, and fatigue life of asphalt concrete beams fabricated from over 46 different mixtures, consisting of three types of asphalts, five asphalt contents, three filler asphalt ratios, and several gradations. The fracture and fatigue tests were also conducted on one asphalt concrete mix at temperatures ranging from 16 to 35°C (35 to 95°F). The agreement between theory and experiment is excellent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aAsphalt concrete. =650 \0$aTheoretical solution. =650 \0$aExperimental verification. =650 \0$aAsphalt$xTesting$xEnvironmental aspects. =650 \0$aPavements, Asphalt$xTesting$xEnvironmental aspects. =650 \0$aSolvent extraction$xEnvironmental aspects. =650 \0$aFracture mechanics. =650 14$aFracture mechanics. =650 24$aFatigue. =650 24$aAsphalt concrete. =650 24$aTheoretical solution. =650 24$aExperimental verification. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12561J.htm =LDR 03105nab a2200565 i 4500 =001 JTE12560J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12560J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12560J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521 =082 04$a629.1$223 =100 1\$aMakabe, C.,$eauthor. =245 10$aEffects of Microcracks and Artificial Surface Cracks on Fracture Ductility of a Torsional Prestrained Specimen /$cC. Makabe, H. Kaneshiro, M. Itokazu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe diminution of fracture ductility of smooth specimens and small cracked specimens on surfaces subjected to torsional prestrains was investigated. For smooth specimens, the transition of tensile fracture ductility after a critical torsional prestrain is independent of the existence of microcracks and attributed to the embrittlement of the layers of the specimen surfaces due to the formation of anisotropic helical structures. For cracked specimens, the degree of fracture ductility depends on the crack area and the magnitude of torsional prestrain. Where torsional prestrain is lower than a critical value, the surface crack starts in the direction close to the maximum shear stress, and ductility is somewhat lost from virgin state. If the torsional prestrain exceeds a critical value, the specimen is broken in a brittle manner, and the crack extension shows a helical pattern. This behavior is due to the embrittlement of the specimen surface layer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEmbrittlement. =650 \0$aSurface crack. =650 \0$aDuctile fracture. =650 \0$aHelical structure. =650 \0$aTorsional prestrain. =650 \0$aFracture mechanics. =650 \0$aLow temperatures. =650 14$aDuctile fracture. =650 24$aTorsional prestrain. =650 24$aResidual fracture ductility. =650 24$aSurface crack. =650 24$aEmbrittlement. =650 24$aHelical structure. =700 1\$aKaneshiro, H.,$eauthor. =700 1\$aItokazu, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12560J.htm =LDR 02907nab a2200541 i 4500 =001 JTE102795 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102795$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102795$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aPeng, Y.,$eauthor. =245 10$aApplication of Statistical Methods in Evaluating Asphalt Mixture Homogeneity /$cY. Peng, L. J. Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aHomogeneity is one of the most important factors affecting the performance-related properties of asphalt mixtures. Pavement condition surveys have shown various patterns of distress due to segregation and other types of non-uniformity. Using digital image processing, a statistical method was developed to evaluate asphalt mixture homogeneity quantitatively. Aggregate particle distribution in asphalt mixtures was described and analyzed by aggregate particle frequency statistic and distance statistic. The index of homogeneity was presented through aggregate particle distribution. The relevance of homogeneity to some mixture performance properties was also investigated. Results show that asphalt mixture homogeneity can be assessed quantitatively by the values of aggregate particle frequency statistic and distance statistic. Moreover, homogeneity dominates variations in mixture performance properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStatistic. =650 \0$aEvaluation. =650 \0$aHomogeneity. =650 \0$aAsphalt mixture. =650 \0$aDigital image processing. =650 \0$aAsphalt concrete$xTesting. =650 \0$aAsphalt$xAdditives. =650 14$aAsphalt mixture. =650 24$aHomogeneity. =650 24$aEvaluation. =650 24$aStatistic. =650 24$aDigital image processing. =700 1\$aSun, L. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102795.htm =LDR 02816nab a2200421 i 4500 =001 JTE103214 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103214$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103214$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aDS481.G3 =082 04$a323.2$223 =100 1\$aHummel, Scott R.,$eauthor. =245 10$aElements to Improve Galling Resistance Test Results Using the ASTM G98 Method /$cScott R. Hummel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe ASTM G98 Standard Test Method for Galling Resistance of Materials describes a relatively easy and quick method to screen materials for galling resistance. It has been used for several decades by material producers to report the galling resistance of their various grades of material. Design engineers subsequently use the data to make informed decisions regarding material selection. One of the most attractive features of the method is the small number of replicates that need to be run to estimate galling resistance. In the minimal case, only two replicates need to be tested. In recent years, however, research has been conducted that exposed several issues with the ASTM G98 method that can lead to reduced accuracy in results. These issues have included stress concentrations in the contact region, inconsistent oxidation layer formation on specimens, and small sampling sets leading to statistically insignificant results, among other issues. In this paper, several problematic issues are described and discussed. Suggestions are given to improve the repeatability of test results while still conforming to the standardized test method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResistance. =650 \0$aPassive resistance. =650 \0$aResistance Test. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103214.htm =LDR 03659nab a2200553 i 4500 =001 JTE102968 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102968$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102968$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL795.5 =082 04$a629.44/1$223 =100 1\$aFlock, Sarah K.,$eauthor. =245 10$aInterior Metal Components and the Thermal Performance of Window Frames /$cSarah K. Flock, Garth D. Hall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aIn an effort to reduce the likelihood of condensation at metal window frames and glazing, methods to improve the thermal performance are now readily available, such as thermal breaks and warm edge technology. Despite technological improvements, metal window frames may still exhibit interior surface condensation if the installation details or interior environmental conditions create circumstances that compromise or breach thermal breaks. The U-factor, condensation resistance (CR) factor, and CR are often utilized to compare the thermal performance of fenestration products. However, these performance parameters do not necessarily result in adequate CR of windows in service. As a result, remedial measures are commonly required to alter or modify the window details after installation. Computer software programs can be used to evaluate the thermal performance of window components and various installation details under steady-state conditions are available, as well as approaches to correcting condensation/frost formation issues. Computer simulated repair approaches indicated that the application of additional metal components on the interior may effectively raise the interior surface temperatures of the window frame. Our study will evaluate the feasibility of the "metal fin" in practice, the impact of installation techniques, as well as relate the findings of simulations to mockups. In summary, this paper explores the affect of in situ repair efforts to raise the interior surface temperatures of metal window frames and indirectly on the likelihood of surface condensation on the frame. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aCondensation. =650 \0$aTHERM program. =650 \0$aInterior exposure. =650 \0$aThermal performance. =650 \0$aThermosetting composites. =650 \0$aThermal protection. =650 \0$aInterior exposures. =650 14$aCondensation. =650 24$aThermal performance. =650 24$aModeling. =650 24$aTHERM program. =650 24$aInterior exposure. =700 1\$aHall, Garth D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102968.htm =LDR 03162nab a2200577 i 4500 =001 JTE102993 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102993$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102993$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH75 =082 04$a333.91/8153/0977$223 =100 1\$aMúcka, Peter,$eauthor. =245 10$aSimulation of Obstacles in a Longitudinal Road Profile Based on the Weibull Distribution /$cPeter Múcka, Oldrich Kropác. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aThis paper solves the question of the generation of a longitudinal road profile with randomly distributed local obstacles. For the simulation of local road obstacles, three dimensions are necessary: The length, the maximum height/depth, and the distance between neighboring obstacles. For the specification of these dimensions, results from processing the Long Term Pavement Performance program were used. Obstacles were identified from the measured roads by median filtering. Probability density functions of obstacle dimensions were fitted using Weibull distribution functions. Distinctions between asphalt concrete and Portland cement concrete surfaces and between bumps and potholes were considered. A proposed profile simulation procedure is described in detail. The applicability of the procedure was demonstrated using a series of simulated road profiles. The procedure allows the specification of all relevant road surface parameters according to the requirements of the user. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aObstacle. =650 \0$aRoad generator. =650 \0$aLongitudinal road profile. =650 \0$aPothole. =650 \0$aWetland restoration. =650 \0$aMedian filter. =650 14$aLongitudinal road profile. =650 24$aMedian filter. =650 24$aObstacle. =650 24$aBump. =650 24$aPothole. =650 24$aProbability density function (PDF) =650 24$aRoad generator. =650 24$aPower spectral density (PSD) =650 24$aLong term pavement performance (LTPP) program. =700 1\$aKropác, Oldrich,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102993.htm =LDR 03547nab a2200577 i 4500 =001 JTE102572 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102572$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102572$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTC550.2 =082 04$a627/.830289$223 =100 1\$aHarris, Jason T.,$eauthor. =245 10$aExperimental and Finite Element Analysis of the API RP60 Test /$cJason T. Harris, Albert E. Segall, John R. Hellmann, Barry E. Scheetz, Ryan P. Koseski, Joshua M. Boyce. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe compaction and fracture of brittle spherical particles in a cylindrical vessel were experimentally and numerically studied in the context of the American Petroleum Institute Recommended Practice 60 for proppants used in the hydraulic fracturing of oil and gas wells. Because pressures within the cylindrical vessel could not be directly measured, strain was experimentally determined via gauges along the outside surface. In addition, an epoxy resin was also injected at various loading stages to "freeze" the damage states for analysis. In addition, acoustic emissions were monitored in situ to determine damage signatures that could be correlated with the frozen test and strain measurement data. Experimental results were then compared to finite element simulations by using an assumed double-exponential pressure distribution applied to the inner face of the vessel. The results indicated that the assumed pressure distribution adequately described the loading state within the cylinder and revealed apparent stratification of damaged proppants near the top and bottom of the container. In addition, the damaged proppants and acoustic emission signatures showed that the damage increases progressively with the loading in distinct stages characterized by fracture and subsequent stress redistribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPressure. =650 \0$aCompaction. =650 \0$aDistribution. =650 \0$aSpherical proppant. =650 \0$aHydraulic fracturing. =650 \0$aTechnology & Engineering$xHydraulics. =650 14$aSpherical proppant. =650 24$aHydraulic fracturing. =650 24$aCompaction. =650 24$aPressure. =650 24$aDistribution. =700 1\$aSegall, Albert E.,$eauthor. =700 1\$aHellmann, John R.,$eauthor. =700 1\$aScheetz, Barry E.,$eauthor. =700 1\$aKoseski, Ryan P.,$eauthor. =700 1\$aBoyce, Joshua M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102572.htm =LDR 03321nab a2200577 i 4500 =001 JTE103048 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103048$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103048$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA784 =082 04$a613$223 =100 1\$aSathyanarayanan, S.,$eauthor. =245 10$aCharacterization of Crack Arrest Phenomena in a Modified 9Cr-1Mo Steel /$cS. Sathyanarayanan, A. Moitra, G. Sasikala, A. Dasgupta, S. Saroja, A. K. Bhaduri, Baldev Raj, Vakil Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aCrack arrest toughness (K1A) is a measure of the material's ability to stop a propagating cleavage crack. However, experimental evaluation of K1A from impact tests of small size specimens is often difficult due to the uncertainties involved in the determination of the two necessary parameters, namely, the crack arrest load (Parrest) and the crack arrest length (aarrest). In this study with Mod.9Cr-1Mo steel in normalized and tempered and in subsequent cold worked conditions, these two parameters and thus the K1A have been determined from instrumented impact tests carried out in the ductile-brittle transition temperature regime. While the Parrest has been directly determined from the load-displacement traces, the aarrest was inferred using an analytical technique, namely, the "key curve" method. The crack arrest phenomenon has been attributed to the cumulative effect of the blocking of the cleavage crack at the microstructural boundaries with high degree of misorientations as identified by scanning electron microscope and electron back scattered diffraction studies. The effect of cold work on the K1A has been found to be insignificant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKey curve. =650 \0$aPhenomena. =650 \0$aImpact tests. =650 \0$aCrack arrest. =650 14$aK1A. =650 24$aCrack arrest. =650 24$aDBTT. =650 24$aKey curve. =650 24$aImpact tests. =700 1\$aMoitra, A.,$eauthor. =700 1\$aSasikala, G.,$eauthor. =700 1\$aDasgupta, A.,$eauthor. =700 1\$aSaroja, S.,$eauthor. =700 1\$aBhaduri, A. K.,$eauthor. =700 1\$aRaj, Baldev,$eauthor. =700 1\$aSingh, Vakil,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103048.htm =LDR 02932nab a2200505 i 4500 =001 JTE103281 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103281$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103281$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS605.5 =082 04$a631.584$223 =100 1\$aLin, Chen-ju,$eauthor. =245 10$aEfficient Tool Replacement Procedure Based on Yield Evaluation /$cChen-ju Lin, W. L. Pearn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aTool wear is an inevitable problem in many machining processes. The problem constitutes an inseparable component of variation and can be considered as a systematic assignable cause of process variability. Tool replacement should be initiated when the yield drops below a certain level. Determining the best time for tool replacement is essential to balance between production quality and tool utilization. The yield index, Spk, has been effectively applied to assess the yield of processes. However, its ordinary measure is inaccurate when data is contaminated by inseparable nonrandom variation. Yield evaluation becomes imprecise when a process is subjected to the tool wear problem. Thus, this paper presents an efficient procedure that determines the best time to replace tools under an extremely low fraction of defectives. The variation from assignable causes is removed by using the linear regression technique. A modified estimator of the Spk index with its distribution is proposed to evaluate the processes with the tool wear problem. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTool wear. =650 \0$aTool replacement. =650 \0$aProduction yield. =650 \0$aCrop yield. =650 \0$aAssignable cause. =650 14$aProduction yield. =650 24$aAssignable cause. =650 24$aTool wear. =650 24$aTool replacement. =700 1\$aPearn, W. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103281.htm =LDR 04377nab a2200625 i 4500 =001 JTE103084 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103084$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103084$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.A1 =082 04$a624.1/51362/0287$223 =100 1\$aDave, Eshan V.,$eauthor. =245 10$aDevelopment of a Flattened Indirect Tension Test for Asphalt Concrete /$cEshan V. Dave, Andrew F. Braham, William G. Buttlar, Glaucio H. Paulino. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe indirect tension test (IDT) is frequently used in civil engineering because of its benefits over direct tension testing. In the mid-1990s, an IDT protocol was developed for evaluating tensile strength and creep properties of asphalt concrete mixtures, as specified by the American Association of State Highway Transportation Officials (AASHTO) in AASHTO T322. However, with the increased use of finer aggregate gradations and polymer modified asphalt binders in asphalt concrete mixtures, the validity of IDT strength results can be questioned in instances where significant crushing occurs under the narrow loading heads. Therefore, a new specimen configuration is proposed for indirect tension testing of asphalt concrete. In place of the standard loading heads, the specimen was trimmed to produce flat planes with parallel faces, creating a "flattened IDT." A viscoelastic finite element analysis of the flattened configuration was performed to evaluate the optimal trimming width. In addition, the numerically determined geometry was verified by means of laboratory testing of three asphalt concrete mixtures in two flattened configurations. This integrated modeling and testing study showed that when using fine aggregate gradations and compliant asphalt binders, crushing is significantly reduced while maintaining tensile stresses near the center of the specimen. Furthermore, creep compliances were evaluated using the flattened IDT and compared with those obtained following AASHTO T322. Some variation was observed between the creep properties evaluated from the different geometries, particularly for higher compliance values. As a preliminary assessment, the flattened IDT seems to be a suitable geometry for the evaluation of indirect tensile strength of asphalt concrete. Further testing and analysis should be performed on the flattened IDT arrangement for evaluation of the creep compliance. This study provides an initial step towards a possible revision of the current AASHTO standard for IDT testing of asphalt concrete mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement. =650 \0$aCreep test. =650 \0$aViscoelasticity. =650 \0$aAsphalt concrete. =650 \0$aIndirect tensile test. =650 \0$aTensile strength test. =650 \0$aFinite element modeling. =650 \0$aCreep. =650 \0$aAsphalt. =650 \0$aPavement mix. =650 14$aIndirect tensile test. =650 24$aCreep test. =650 24$aTensile strength test. =650 24$aViscoelasticity. =650 24$aFinite element modeling. =650 24$aAsphalt concrete. =650 24$aPavement. =700 1\$aBraham, Andrew F.,$eauthor. =700 1\$aButtlar, William G.,$eauthor. =700 1\$aPaulino, Glaucio H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103084.htm =LDR 03530nab a2200577 i 4500 =001 JTE102640 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102640$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102640$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.6 =082 04$a620.1/1233$223 =100 1\$aJiang, J. H.,$eauthor. =245 10$aConstitutive Equations of Sheet Stamping Steel Based on DIC Measurement /$cJ. H. Jiang, Y. H. Wang, L. X. Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aDigital image correlation (DIC) is a full-field and non-contact technique for the measurement of displacement and strain. It has considerately high precision for measuring large deformation. Based on the experimental data of true stress-strain measured by DIC combined with the data from a tensile test machine, the methodology for establishing a constitutive model for sheet stamping steel is presented in this paper. The procedure is demonstrated by developing the constitutive equations for the DP600 sheet metal with a cold rolled advanced high-strength steel, designed predominately for the automotive industry, with enhanced ductility and formability. To verify the constitutive equations, a force-displacement diagram is simulated by finite element analysis (FEA). A comparison of force-displacement diagram obtained by FEA and the data from the tensile test machine shows that the method for establishing the constitutive equations for stamping steel presented in this paper is reliable and has reasonable accuracy. As a material constitutive model, the establishment of constitutive equations of stamping steel provides the experimental validation for FEA. It is particularly valuable when evaluating non-linear numerical simulation of the stamping process of structural parts with complicated geometry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNon-linear. =650 \0$aSheet metal steel. =650 \0$aConstitutive equations. =650 \0$aStress-strain diagrams. =650 \0$aMaterials$xCreep$xMathematical models. =650 \0$aPlasticity$xMathematical models. =650 14$aDigital image correlation (DIC) =650 24$aConstitutive equations. =650 24$aStress-strain diagrams. =650 24$aNon-linear. =650 24$aFinite element analysis (FEA) =650 24$aNon-linear numerical emulation. =650 24$aSheet metal steel. =650 24$aDP600. =700 1\$aWang, Y. H.,$eauthor. =700 1\$aYang, L. X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102640.htm =LDR 02981nab a2200529 i 4500 =001 JTE102982 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102982$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102982$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD30.23 =082 04$a658.4/03$223 =100 1\$aLin, Cheng-Wei,$eauthor. =245 13$aAn Evaluation of Containership Registrations in Taiwan :$bApplication of the Grey Relation Analysis Model /$cCheng-Wei Lin, Cheng-Chi Chung, Shih-Hao Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aTo strengthen competitiveness, many shipowners have shifted their vessels' registrations to open registers as flag of convenience (FOC) vessels. The tendency of flagging out in Taiwan is more serious. This paper adopts the analytic hierarchy process and grey relation analysis model to evaluate the relative attractiveness of different types of registers to containership corporations in Taiwan. The preferences of registry locations are also compared and analyzed. The study finds that the FOC locations of Panama and Liberia are the most preferred locations of vessel registrations for containership corporations in Taiwan, followed by the quasi-FOC locations of Singapore and Hong Kong. Other traditional maritime countries and Taiwan are the final options. Based on the findings of this study, some suggestions are proposed to the government as a reference in revising relevant shipping policies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aContainership. =650 \0$aGrey relation analysis. =650 \0$aAnalytic hierarchy process. =650 \0$aRegistrations. =650 \0$aFlag of convenience. =650 14$aContainership. =650 24$aRegistrations. =650 24$aFlag of convenience. =650 24$aAnalytic hierarchy process. =650 24$aGrey relation analysis. =700 1\$aChung, Cheng-Chi,$eauthor. =700 1\$aYang, Shih-Hao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102982.htm =LDR 04346nab a2200577 i 4500 =001 JTE102946 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102946$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102946$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE33.2.R33 =082 04$a621.3848$223 =100 1\$aNam, Boo Hyun,$eauthor. =245 10$aRehabilitation Assessment of Jointed Concrete Pavement Using the Rolling Dynamic Deflectometer and Ground Penetrating Radar /$cBoo Hyun Nam, Thomas Scullion, Kenneth H. Stokoe, Jung-Su Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aTransportation authorities need tools to characterize the structural conditions of jointed concrete pavements (JCPs) to minimize or, in the best case, prevent premature failures of rehabilitated JCPs. Applications of the rolling dynamic deflectometer (RDD) and ground penetrating radar (GPR) in pavement forensic studies and rehabilitation investigations are presented. The continuous RDD deflection profiles allow the evaluation of mid-slab behavior and load transfer conditions of joints/cracks, while GPR surveys assist in detecting adverse subsurface conditions such as voids and increased moisture. In this paper, the patterns in RDD deflection profiles that represent the four different structural conditions in JCPs are presented and discussed. Then, the results from combined RDD and GPR surveys on two rehabilitation projects are presented. In the first project, the problematic slabs with poor load transfer and high vertical differential deflections are identified in the RDD profile. The GPR survey is used to identify the cause of the high differential deflections, voids filled with water under the slabs. The recommendation is to fill the existing voids by using under-sealing techniques and install dowel-bar retrofit prior to a new overlay. In the Grogans Mill project, the RDD profile shows that the southbound lane has a significant number of slabs with a strong potential for reflective cracking. The GPR data indicated that there is moisture beneath the deteriorated slabs. A reconstruction of the southbound lane is recommended. On the other hand, the northbound lane consists of three subsections that require different rehabilitations: Slab replacement, asphalt overlay, and reconstruction. The success of rehabilitation generally depends on the selection of appropriate treatments. By providing 100 % coverage, both RDD and GPR are effective tools in evaluating existing conditions, and the combination of these tools significantly assists in selecting the optimum rehabilitation treatment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThreshold deflection. =650 \0$aPavement rehabilitation. =650 \0$aGround penetrating radar. =650 \0$aJointed concrete pavement. =650 \0$aGround penetrating. =650 \0$aDynamic deflectometer. =650 \0$aThreshold deflections. =650 14$aRolling dynamic deflectometer. =650 24$aGround penetrating radar. =650 24$aJointed concrete pavement. =650 24$aPavement rehabilitation. =650 24$aContinuous deflection profile. =650 24$aThreshold deflection. =700 1\$aScullion, Thomas,$eauthor. =700 1\$aStokoe, Kenneth H.,$eauthor. =700 1\$aLee, Jung-Su,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102946.htm =LDR 03459nab a2200553 i 4500 =001 JTE102878 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102878$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102878$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85$223 =100 1\$aWen, Haifang,$eauthor. =245 10$aEvaluation of the Effects of Asphalt Binder on the Properties of Hot Mix Asphalt at Intermediate Temperatures /$cHaifang Wen, M. Emin Kutay, Shihui Shen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe asphalt binder is an essential component of asphaltic mixtures. The performance of an asphaltic mixture is directly related to mechanical characteristics of the binder. With the development of new material characterization methods for both asphalt binder and asphaltic mixture, there is a need to re-evaluate the relationship between the properties of binders and asphaltic mixtures such that a proper understanding and selection of an asphalt binder can be made to improve the performance of an asphaltic mixture. In this study, the effects of asphalt binder properties on asphaltic mixtures at intermediate temperatures were evaluated based on recent developments on material characterization methods for both binder and asphaltic mixture. Five asphalt binders and five asphalt mixtures containing these binders with one aggregate were tested. Four of the binders were based on a modification of a base binder with different techniques. Complex shear modulus and monotonic constant shear-rate tests were conducted on asphalt binders, whereas dynamic modulus and indirect tensile strength tests were conducted on the mixtures. The effects of modification techniques on the properties of asphalt binders and the relationships between the properties of binders and asphaltic mixtures were evaluated in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear modulus. =650 \0$aAsphalt binder. =650 \0$aDynamic modulus. =650 \0$aHot mix asphalt. =650 \0$aAsphalt concrete$xMechanical properties. =650 \0$aAsphalt concrete$xTesting. =650 \0$aAsphalt$xAdditives. =650 14$aAsphalt binder. =650 24$aHot mix asphalt. =650 24$aShear modulus. =650 24$aDynamic modulus. =650 24$aCritical strain energy density. =700 1\$aKutay, M. Emin,$eauthor. =700 1\$aShen, Shihui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102878.htm =LDR 04075nab a2200433 i 4500 =001 JTE102969 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102969$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102969$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aE183 =082 04$a973$223 =100 1\$aNelson, Peter E.,$eauthor. =245 10$aImproving the Condensation Resistance of Fenestration by Considering Total Building Enclosure and Mechanical System Interaction /$cPeter E. Nelson, Paul E. Totten. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aMany condensation problems at fenestration are related to the adjacent building components the system interacts with. This includes adjacent cladding and wall systems, structural systems used for the connection of the fenestration, and interaction with the building's mechanical system. We will discuss how the condensation resistance of windows and curtain walls can be greatly improved by aligning the thermal elements in the wall with the thermal aspects of the windows (such as thermal breaks), how air leakage at window systems can increase the volume of condensation, and how thermal bridges adjacent to the fenestration can have a significant impact on the overall performance. We will discuss how Winter time cold air flow from adjacent wall cavities can cause elements at window or curtain wall surrounds (sill, jambs, and head) to condense when they would not otherwise. Thermal improvements through the application of carefully applied and designed insulation systems will also be discussed, as over insulating in some cases can exasperate the condensation problems by further isolating the systems from heat sources. We will discuss the relationship between the heating source position and distance from the window or curtain wall system. The discussion in this paper will be mostly related to Winter time condensation. We will use examples to show (1) how thermal breaks, like rubber and plastic shims below the windows, can disassociate the window from heat loss to colder large thermal wall masses and improve performance; (2) how elements like spandrel panels and shadow boxes can have condensation due to air leakage into the shadow box and proposed solutions for these elements to reduce their condensation risk; (3) how interior curtains, furniture, and interior furnishings can block heat flow and cause condensation; (4) how the two-dimensional thermal analysis can be used to evaluate the condensation potential and evaluate possible solutions; (5) the results of infrared thermography used to evaluate both condensation problems and evaluate the solutions; (6) the importance of long-term data logging and monitoring of the results; and (7) the review of options for reducing condensation occurrences through passive (heat fin and insulation) and active (heat trace) means. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResistance. =650 \0$aMechanical System Interaction. =650 \0$aFenestration. =700 1\$aTotten, Paul E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102969.htm =LDR 04202nab a2200553 i 4500 =001 JTE103158 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103158$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103158$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aNazzal, Munir D.,$eauthor. =245 10$aEvaluation of Warm Mix Asphalt Mixtures Containing RAP Using Accelerated Loading Tests /$cMunir D. Nazzal, Shad Sargand, Abdalla Al-Rawashdeh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThis paper presents the results of a study that was conducted to evaluate the performance and constructability of warm mix asphalt (WMA) mixtures containing reclaimed asphalt pavement (RAP). Four sections were constructed at the indoor Accelerated Pavement Loading Facility at Ohio University. Aspha-min, Sasobit, and Evotherm WMA mixtures were used in the wearing course layer of the first three sections. In addition, the fourth section had a conventional hot mix asphalt (HMA) mixture, which was used as a control. Temperature was monitored during the production, placement, and compaction of WMA and HMA mixtures. Furthermore, emission tests were conducted at the asphalt plants during the production of each of the evaluated mixtures. Falling weight deflectometer (FWD) and rolling wheel tests were conducted at different temperatures on all evaluated sections. The results of this study showed that emissions were reduced during the production of the Aspha-min and Sasobit WMA mixtures by at least 50 % for volatile organic compounds, 60 % for carbon monoxide, 20 % for nitrogen oxides, and 83 % for sulfur dioxide, when compared to the control HMA mixture. In addition, although WMA mixtures were produced and compacted at much lower temperatures, they achieved better field densities than the control HMA mixture. The FWD test results showed that at 40°F (4°C) test temperature, the control HMA mixture had significantly lower stiffness than that of the WMA mixtures. However, the FWD stiffness measurement of the HMA and the WMA mixtures were statistically indistinguishable at the intermediate and high test temperatures of 70°F (21.1°C) and 104°F (40°C), respectively. Finally, the rolling wheel test results indicated that the three WMA sections, especially the Evotherm section, exhibited more rutting than the control HMA section during the post primary compaction stage. However, the rutting rate of the HMA section was higher than those of the WMA sections in the secondary stage, which suggests that the rutting difference may slowly be mitigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWarm mix asphalt. =650 \0$aRutting performance. =650 \0$aAccelerated loading tests. =650 \0$aWarm mix. =650 \0$aWarm mix paving mixtures. =650 \0$aAsphalt mixture. =650 14$aWarm mix asphalt. =650 24$aRAP. =650 24$aAccelerated loading tests. =650 24$aEnvironment friendly asphalt mixture. =650 24$aFWD. =650 24$aRutting performance. =700 1\$aSargand, Shad,$eauthor. =700 1\$aAl-Rawashdeh, Abdalla,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103158.htm =LDR 03626nab a2200553 i 4500 =001 JTE103023 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103023$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103023$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2431 =082 04$a695$223 =100 1\$aBaskaran, A.,$eauthor. =245 12$aA Test Protocol to Quantify the Uplift Resistance of Adhesive Applied Roofing Specimens Subjected to Tensile Loading /$cA. Baskaran, J. Current, H. Tanaka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aAdhesive applied roofing systems (AARS), a new generation of built-up roofs, are gaining popularity in North American low slope application. AARS uses no fasteners and all components (e.g., deck, vapour barrier, insulation board, and membrane) are integrated by the use of adhesives. As there are no metal fasteners, AARS can offer an advantage of reduction in condensation and thermal bridges for the roof assemblies. Even though, AARS have been in use, there have been no standard that exists to quantify its wind uplift performances. An industries-university-Canadian government collaborative research project, "Development of Wind Uplift Standard for Adhesive Applied Low Slope Roofing System," has been initiated with three major tasks: Experimental investigation, formulation of a numerical model and development of wind design guide and standards. This paper documents a standardized small scale laboratory test method for the quantification of uplift resistance subject to tensile loading. As part of Task 1 of the project, this systematic investigation focuses on three key parameters: Loading rate, specimen size and end condition. The investigations were completed by constructing over 400 specimens. Both the maximum uplift resistance and the consistence in the failure plane are equally considered during the test method standardization. The data from this small scale testing can facilitate roofing industries to optimize the material combinations such that the uplift resistance data can be used as an indicator before performing a full-scale wind uplift testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesive. =650 \0$aFailure plane. =650 \0$aUplift resistance. =650 \0$aRoofing. =650 \0$aCurtain walls. =650 \0$aTensile force. =650 14$aAARS. =650 24$aAdhesive. =650 24$aTensile force. =650 24$aUplift resistance. =650 24$aRoofing. =650 24$aFailure plane. =700 1\$aCurrent, J.,$eauthor. =700 1\$aTanaka, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103023.htm =LDR 02923nab a2200565 i 4500 =001 JTE103199 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103199$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103199$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aJamek, M.,$eauthor. =245 10$aFracture-Mechanical Characterization of Parquet-Adhesive-Screed Systems /$cM. Jamek, E. K. Tschegg, O. Stamminger. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aParquet-adhesives-screed-compounds are convenient systems when it comes to laying planks of wood on cementitious screeds indoors. Established testing methods for characterizing construction materials can be used to describe and evaluate these systems. This paper compares three different frequently used adhesives in terms of crack growth resistance and notch-tensile strength. The fracture-mechanical properties were determined by means of the wedge-splitting test. The results show that the wedge-splitting test shows the differences between these three adhesive systems much more clearly than the inter-laminar tensile test, as the latter is not accurate enough for characterizing material properties because of lacking information about the strain softening behavior and the fracture energy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInterface. =650 \0$aAdhesive joints. =650 \0$aFlexible compounds. =650 \0$aFracture mechanics. =650 \0$aLayered structures. =650 \0$aFracture mechanism. =650 \0$aStress intensity. =650 \0$aFracture mechanics$xMathematical models. =650 14$aAdhesive joints. =650 24$aFlexible compounds. =650 24$aLayered structures. =650 24$aFracture mechanics. =650 24$aInterface. =700 1\$aTschegg, E. K.,$eauthor. =700 1\$aStamminger, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103199.htm =LDR 03461nab a2200577 i 4500 =001 JTE102812 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102812$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102812$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC311.5 =082 04$a536/.7$223 =100 1\$aDullah, A. R.,$eauthor. =245 12$aA Pilot Study on Thermal and Moisture Mapping of the Head-Helmet System Using Micro-Sensor Technology /$cA. R. Dullah, Z. W. Guan, R. H. Crompton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aTo study the thermal comfort of any helmet, it is important to measure micro-climate parameters quantitatively within the helmet and link them to human perception. The micro-climate in helmet is usually assessed in terms of temperature and relative humidity (RH). Historically, due to limitations of test equipment, measurements have mainly addressed the temperature in a few locations and temperature/RH within thermal manikins. In this study, a new test rig was developed to measure multi-point temperature and RH inside a helmet while a human subject wearing it using micro-sensors. Altogether, 13 micro-sensors were embedded in a cricket helmet with the sensor facing towards the head. Two sensors were used to record ambient conditions. Real time display on a laptop was set to monitor the recording process. Using the rig developed, two types of cricket helmets were tested, each with three subjects for this study. Both thermal and moisture mapping were obtained, which may be the first time temperature and RH distributions within the air pocket between the helmet and the human subject have been reported. There are interesting relationships that existed between the temperature and RH distributions and the subjective perception. The test rig also has promise for thermal comfort studies of other products. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermal. =650 \0$aMicro-sensor. =650 \0$aMicro-climate. =650 \0$aCricket helmet. =650 \0$aThermal comfort. =650 \0$aMoisture mapping. =650 \0$aStatistical thermodynamics. =650 \0$aThermodynamics. =650 14$aCricket helmet. =650 24$aMicro-climate. =650 24$aMicro-sensor. =650 24$aThermal comfort. =650 24$aThermal. =650 24$aMoisture mapping. =700 1\$aGuan, Z. W.,$eauthor. =700 1\$aCrompton, R. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102812.htm =LDR 03159nab a2200541 i 4500 =001 JTE102868 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102868$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102868$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC721 =082 04$a539.72$223 =100 1\$aLi, Ching-Lieh,$eauthor. =245 10$aTime Domain Inverse Scattering for a Homogenous Dielectric Cylinder by Asynchronous Particle Swarm Optimization /$cChing-Lieh Li, Chien-Ching Chiu, Chung-Hsin Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aIn this paper, we propose a time domain inverse scattering technique for reconstructing the electromagnetic properties of a homogeneous dielectric cylinder based on the finite difference time domain method and the asynchronous particle swarm optimization (APSO). The homogeneous dielectric cylinder with unknown electromagnetic properties is illuminated by transverse magnetic pulse and the scattered field is recorded outside. By minimizing the discrepancy between the measured and estimated scattered field data, the location, shape, and permittivity of the dielectric cylinder are reconstructed. The inverse problem is resolved by an optimization approach and the global searching scheme APSO is then employed to search the parameter space. A set of representative numerical results is presented for demonstrating that the proposed approach is able to efficiently reconstruct the electromagnetic properties of the homogeneous dielectric scatterer even when the initial guess is far away from the exact one. In addition, the effects of Gaussian noises on imaging reconstruction are also investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTime domain. =650 \0$aSubgridding FDTD. =650 \0$aInverse scattering. =650 \0$aScattering (Physics) =650 \0$aScattering. =650 \0$aTesting. =650 14$aInverse scattering. =650 24$aTime domain. =650 24$aFDTD. =650 24$aSubgridding FDTD. =650 24$aAPSO. =700 1\$aChiu, Chien-Ching,$eauthor. =700 1\$aHuang, Chung-Hsin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102868.htm =LDR 02743nab a2200517 i 4500 =001 JTE103280 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103280$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103280$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.P64 =082 04$a610/.28$223 =100 1\$aHan, H. Q.,$eauthor. =245 10$aPreparation, Characterization, and Evaluations of Polyurethane Elastomers Based on Polyether Glycol, Toluene Diisocyanate, and Extender Chain Reagents /$cH. Q. Han, F. X. Wei, J. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aIn this study, we focus on the preparation, microstructures, and properties of polyurethane (PU) elastomers by using polyether glycol, toluene diisocyanate, and extender chain reagent. We find that the elastomers prepared by using extender chain reagent exhibit the most excellent mechanical properties. Furthermore, by an optimum synthetic route, hard segments can be formed uniformly in the soft segments, leading to the perfect micro-phase separation. We also find that the relative molecular weight of polyether glycol can affect the mechanical properties of the synthesized PU elastomers, i.e., the more relative molecular weight, the more soft segments, and the smaller tensile strength, rupture strength, and rigidity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aPreparation. =650 \0$aPolyurethane. =650 \0$aBiomedical engineering. =650 \0$aArtificial organs. =650 \0$aPolyurethanes in medicine. =650 14$aPolyurethane. =650 24$aPreparation. =650 24$aStrength. =700 1\$aWei, F. X.,$eauthor. =700 1\$aBrown, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103280.htm =LDR 02642nab a2200481 i 4500 =001 JTE103190 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103190$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103190$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD117 =082 04$a545.1$223 =100 1\$aYang, Mu-Hoe,$eauthor. =245 10$aKinetic Analysis of Thermally Simulated Processes in Biopolymer Poly(3-Hydroxybutyrate) /$cMu-Hoe Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aThe thermal degradation of poly(3-hydroxybutyrate) (PHB) under a nitrogen atmosphere was studied by using various analytical models of thermogravimetric data in the dynamic conditions of temperatures ranging from 250 to 650 K. The activation energy of the thermal degradation for PHB was based on the variation of the analytical model. The influence of the testing analytical model on the thermal degradation characteristics of PHB has been discussed. The thermal degradation of PHB could be optimally corrected and calculated on the basis of kinetic parameters determined through the multiple regression method. Under these experimental conditions, the reaction was found to be of a 0.94-order with activation energy of 276 kJ/mol and a pre-exponential factor of 4.31x1026 s-1. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPoly(3-hydroxybutyrate) =650 \0$aThermogravimetry. =650 \0$aThermal degradation. =650 \0$aActivation energy. =650 14$aThermal degradation. =650 24$aPoly(3-hydroxybutyrate) =650 24$aThermogravimetry. =650 24$aActivation energy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103190.htm =LDR 03635nab a2200493 i 4500 =001 JTE103053 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103053$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103053$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH7683.H42 =082 04$a621.402$223 =100 1\$aWeston, Theresa A.,$eauthor. =245 10$aMoisture Measurements and Condensation Potential in Wood Frame Walls in a Hot-Humid Climate /$cTheresa A. Weston, Liza C. Minnich. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aIt has long been noted that interior vapor barriers in wood frame walls in hot-humid climates can lead to interstitial condensation within walls. The bases for this recognition are predictive simulations, anecdotal observations, and a limited number of experimental studies. This paper describes an experimental study conducted in a hot-humid climate that investigated the influence of an interior vapor retarder and compares observed performance with simulation predictions. The wall performance data reviewed here was gathered as part of a larger test program evaluating the performance of a range of typical wood frame, residential wall constructions in a hot-humid climate. The approach chosen was to use real-time field exposure using a "test hut" located in Tampa, Florida. The test hut had two long sides, which provided the ability to test 16 wall specimens each. Wall specimens were instrumented with a variety of temperature, humidity, and moisture sensors. In addition to natural weather exposure, the wall specimens could be manually wetted by a water injection system to simulate rain leakage. More specifically, this paper focuses on using the data collected before and after the installation of an interior vapor barrier (vinyl wallpaper) to show the change in moisture loading and the potential condensation within the walls resulting from the installation. The field data is compared with predictions of the wall behavior using a commonly available hygrothermal model. There is increasing reliance on the use of predictive models to assess the moisture performance of building assembly designs. These predictive models need to be validated against real data to test their variance from real systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWall assemblies. =650 \0$aWater management. =650 \0$aCondensation. =650 \0$aMoisture control. =650 \0$aHumidity$xControl. =650 14$aCondensation. =650 24$aWater management. =650 24$aWall assemblies. =700 1\$aMinnich, Liza C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103053.htm =LDR 03416nab a2200433 i 4500 =001 JTE102973 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102973$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102973$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aDD287 =082 04$a943/.1087$223 =100 1\$aTariku, F.,$eauthor. =245 10$aMoisture Response of Sheathing Board in Conventional and Rain-Screen Wall Systems with Shiplap Cladding /$cF. Tariku, H. Ge. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aBuilding enclosures are subjected to a random climatic loading on the exterior surface and a relatively stable indoor condition on the interior. These loadings result in a transport of heat, air, and moisture across the building enclosure. In this paper, the drying and wetting of sheathing board in two exterior walls, more specifically 2x6 in.2 wood-frame conventional (no strapping between sheathing membrane and cladding) and a rain-screen wall system (with vertical strapping), are investigated through an experimental field study. The experiment is carried out at British Columbia Institute of Technology field exposure test facility, where the test walls are exposed to the coastal climate (Vancouver weather) on the exterior and controlled indoor temperature and relative humidity conditions in the interior. The field experimental results indicate significant moisture accumulation on the exterior sheathing boards (plywood) during the Winter period. During the 9-month monitoring period from March 13 to Dec. 6, 2009, the plywood underwent a process of drying and wetting. In both the conventional and rain-screen wall systems, the plywood dried to a comparable moisture level during the Summer before the wetting process started. For the wall systems considered in this study, the plywood in the rain-screen wall has a tendency of faster drying and wetting in the Spring and Fall seasons, respectively, in comparison to the plywood in the conventional wall, which is attributed to the presence of an air gap in the rain-screen wall between the sheathing membrane and the cladding. A similar trend is observed during the monitoring period from December 7 to June 15, 2010. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWall Systems. =650 \0$aRain-Screen Wall Systems. =650 \0$aShiplap Cladding. =700 1\$aGe, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102973.htm =LDR 03538nab a2200541 i 4500 =001 JTE103215 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103215$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103215$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aML3531 =082 04$a782.42164909763/35$223 =100 1\$aBrosnan, James T.,$eauthor. =245 10$aEffects of Surface Conditions on Baseball Playing Surface Pace /$cJames T. Brosnan, Andrew S. McNitt, Thomas J. Serensits. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThe speed at which a baseball travels after impact with a playing surface has been referred to as playing surface pace. Little information is available regarding the effects of varying construction and maintenance practices on the pace of baseball playing surfaces. Research was conducted to evaluate the effects of construction and maintenance practices on a non-turfed basepath, Kentucky bluegrass (Poa pratensis L.) turf, and six synthetic turf surfaces. Factors evaluated on the non-turfed basepath included soil compaction at installation, surface scarification, and topdressing with a soil conditioner (calcined clay). The effects of cutting height and thatch thickness were evaluated on Kentucky bluegrass, while the effects of simulated traffic and grooming were evaluated on synthetic turf. On the non-turfed basepath, increasing soil compaction yielded increases in surface pace. Calcined clay topdressing and increasing scarification depth did not affect surface pace. On Kentucky bluegrass, varying cutting height and thatch thickness levels had no effect on surface pace. On synthetic turf, increases in simulated traffic resulted in slight increases in pace. Surface pace measurements on synthetic turf were less variable than those made on natural turfgrass. The results indicate that the pace of commonly used baseball playing surfaces is not easily altered with minimally invasive maintenance procedures and should be addressed at construction or during aggressive renovations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTurfgrass. =650 \0$aPlaying surface pace. =650 \0$aBounce. =650 \0$aPennbounce. =650 \0$aCoefficient of restitution. =650 14$aCoefficient of restitution. =650 24$aCOR. =650 24$aBounce. =650 24$aTurfgrass. =650 24$aPlaying surface pace. =650 24$aPennbounce. =700 1\$aMcNitt, Andrew S.,$eauthor. =700 1\$aSerensits, Thomas J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103215.htm =LDR 03445nab a2200553 i 4500 =001 JTE102920 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102920$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102920$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8028$223 =100 1\$aWha Ma, Young,$eauthor. =245 10$aCriteria for Small Scale Creep Testing Condition and Estimation of Ct /$cYoung Wha Ma, Kee Bong Yoon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aAs new creep resistant materials are developed for the temperature range of 800-1100°C, the improved creep properties sometimes require the modification of the conventional approaches in high temperature life assessment procedures which have been applied for low alloy steels and chromium steels usually used in the temperature range of 500-650°C. In this study, finite element analyses were carried out by using the creep properties of a gas turbine material to establish the small scale creep testing requirements and to propose a corrected Ct estimation scheme. The maximum allowable creep zone size was estimated through the analogy between the small scale yielding conditions and the small scale creep conditions. The maximum time during which the small scale creep condition holds was also defined. The creep zone boundary with the definition of ?c=?e was more suitable for Ct estimation than that with the definition of ?c=0.002, since it was easy to find a proper correction function by applying the former definition. The newly estimated value of ?rc=1/7=1/12 was derived for determining Ct instead of the conventional value of ?rc=1/7.5. Excellent correlations were shown between the estimated Ct values obtained with the new ?rc and the finite element calculated Ct values in all creep condition ranges. This result strongly supports the validity of the suggested small scale creep criterion and the new correction value ?rc=1/12 proposed in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aCreep. =650 \0$aCreep zone. =650 \0$aHigh temperature. =650 \0$aSmall scale creep. =650 \0$aCracking. =650 \0$aFracture tests. =650 14$aCreep. =650 24$aCrack. =650 24$aSmall scale creep. =650 24$aCreep zone. =650 24$aHigh temperature. =650 24$aCt. =700 1\$aYoon, Kee Bong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102920.htm =LDR 02934nab a2200493 i 4500 =001 JTE103234 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103234$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103234$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD30.23 =082 04$a658.4/03$223 =100 1\$aLin, Chin-Tsai,$eauthor. =245 10$aCombining Gray Relation and Analytical Hierarchy Process Concepts to Develop a Decision Support System of Supply Chain Project Management /$cChin-Tsai Lin, Cheng-Ru Wu, Huang-Chu Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aSupplier selection is an important decision for effective supply chain project management (SCPM) of Notebook PC. Due to global business competition, suppliers are required to supply raw materials with the right quality and quantity. Suppliers are responsible for reducing the inventory costs and improving product quality. This paper deals with the development of a decision support system based on the integration of analytical hierarchy process and gray relational analysis for supplier selection. The additive normalization method is used as the prioritization method to calculate the priority vector. The analysis results indicate that the proposed selection model enables the manager to select the SCPM of Notebook PC more objectively by allowing them to deploy effectively. The proposed model can also be applied to other high technology factories, thus enhancing Taiwanese competitive advantage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGray relational analysis. =650 \0$aAnalytic hierarchy process. =650 \0$aRegistrations. =650 \0$aFlag of convenience. =650 14$aSupply chain project management. =650 24$aAnalytical hierarchy process. =650 24$aGray relational analysis. =700 1\$aWu, Cheng-Ru,$eauthor. =700 1\$aChen, Huang-Chu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103234.htm =LDR 04101nab a2200529 i 4500 =001 JTE102971 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102971$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102971$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD257.7 =082 04$a546$223 =100 1\$aPazera, Marcin,$eauthor. =245 10$aDrying Characteristics of Spray-Applied Cellulose Fiber Insulation /$cMarcin Pazera, Mikael Salonvaara. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aCellulose fiber insulation (CFI) can be installed as a loose-blown or spray-applied product. Spray-applied CFI is installed in a wet or damp form with water and sometimes adhesives used as bonding agents. The spray application leads to a more uniform and homogenous product with lower density in comparison to loose-blown insulation. It is self-supporting and does not need permanent retainers and can lead to cost savings for the installers. In new construction, spray-applied CFI is gaining acceptance and popularity in northern regions of the United States. Installations are performed year round even in cold regions of the country. Walls are often enclosed with interior finishes shortly following the installation of spray-applied CFI. It is commonly assumed that moisture contained in the CFI will dry out within a short period of time. Limited information exists in the public domain regarding the drying characteristics of walls with spray-applied CFI insulation and how proper drying rates can be achieved. The hygrothermal response of a typical residential wood-framed wall was investigated using combined numerical and empirical approaches. Hygrothermal computer model was employed to examine drying rates and residual moisture contents in the CFI and exterior sheathing. Laboratory tests were conducted to quantify and validate hygrothermal storage and transport properties of CFI. The results show slow drying rates for spray-applied CFI installed in cold weather. The drying period for CFI to reach moisture content levels safe for the installation of interior finishes can exceed the recommended 24-48 hr. In fact, the walls will not fully dry unless the relative humidity of the interior air is maintained below the critical limit, which is dependent on the outdoor temperature. The current practice of measuring the moisture content at the surface or at the center depth of the cavity is not representative of moisture contents at other locations and is a misleading indicator whether the insulation in its full depth is sufficiently dry for the installation of gypsum wallboard. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCondensation. =650 \0$aVapor pressure. =650 \0$aBuilt-in moisture. =650 \0$aMoisture transport. =650 \0$aVapor pressure$xTables. =650 \0$aOrganic compounds. =650 14$aCellulose fiber insulation. =650 24$aBuilt-in moisture. =650 24$aCondensation. =650 24$aMoisture transport. =650 24$aVapor pressure. =700 1\$aSalonvaara, Mikael,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102971.htm =LDR 02941nab a2200481 i 4500 =001 JTE102997 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102997$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102997$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTX23 =082 04$a640/.973$223 =100 1\$aGrossmann, Günter,$eauthor. =245 10$aMeasurement Method for the Assessment of the Energy Consumption of Cooking Setups /$cGünter Grossmann, Claudio Weiss. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aEnergy efficiency in household appliances is a concern in energy saving scenarios. Especially, the equipment for cooking is very likely for energy waste since a lot of energy is used to produce steam, where simmering the goods to be cooked is sufficient. The reduction of this loss is the main goal of the energy optimization of cooking equipment. In standardization, only the measurement of the energy consumption of the heat up of water is regulated, not the cooking procedure itself, since the standard is dedicated to assess the heat transfer from the cooking zone to the water in a pan. However, it is the cooking phase after heat up that accounts for the largest part of energy waste. Thus, a comparison of the energy consumption between different cooking setups is difficult. In the work presented, a measurement procedure has been worked out to measure the energy needed for a cooking cycle with a cooking setup, which consists of the cooking zone, the cookware, and the regulating equipment, as well as to determine the influence of the behaviour of the user. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnergy conservation. =650 \0$aHome appliances. =650 \0$aHousehold appliances. =650 \0$aMeasurements. =650 14$aHome appliances. =650 24$aEnergy conservation. =650 24$aMeasurements. =700 1\$aWeiss, Claudio,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102997.htm =LDR 03381nab a2200529 i 4500 =001 JTE103088 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103088$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103088$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE250 =082 04$a625.8$223 =100 1\$aShen, Shihui,$eauthor. =245 10$aEnergy Based Laboratory Fatigue Failure Criteria for Asphalt Materials /$cShihui Shen, Xin Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe definition of fatigue failure in the laboratory is not only an important but also a controversial issue. Researchers have developed a number of fatigue failure criteria, including the most traditional one, which defines failure at the cycle to 50 % initial modulus reduction. However, this definition is always challenged due to its lack of physical background. Recent studies showed that the dissipated energy ratio approach appears to be a favorable concept, which takes into account the fundamental dissipated energy evolution behavior of asphalt materials during a cyclic fatigue test. This paper conducted a review of three different energy based fatigue failure criteria and evaluated their applicability for fatigue data from asphalt binders and mixtures and under both stress and strain controlled loading modes. A macroscopic failure criterion is recommended, which is defined as the sudden change of the dissipated energy evolution curve and is consistently related to the beginning of macrocrack propagation. In addition, by comparing different failure criteria, the traditional 50 % initial modulus reduction criterion was found to have a strong correlation with energy based macroscopic fatigue failure for both mixtures and binders. It is thus suggested that the 50 % initial modulus reduction failure can be used as a simple but reasonable fatigue criterion, which indicates the transition from microcrack to macrocrack. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aFailure criteria. =650 \0$aAsphalt materials. =650 \0$aDissipated energy. =650 \0$aAsphalt. =650 \0$aFailures. =650 \0$aPavements, Asphalt. =650 14$aAsphalt materials. =650 24$aFatigue. =650 24$aFailure criteria. =650 24$aDissipated energy. =700 1\$aLu, Xin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103088.htm =LDR 02238nab a2200529 i 4500 =001 JTE10079J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10079J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10079J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273 =082 04$a519.2$223 =100 1\$aLittle, RE.,$eauthor. =245 10$aTables for Making an Early Decision in Precedence Tests /$cRE. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aTables are presented for critical values of Young's nonparametric D statistic, which may permit early termination of statistical precedence tests in accelerated life test comparisons. Use of the tables is explained for acclerated comparisons of the proposed and present designs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLife tests. =650 \0$aLife comparisons. =650 \0$aProbability theory. =650 \0$aStatistical analysis. =650 \0$aNonparametric statistics. =650 \0$aProbability. =650 \0$aStatistical inference. =650 14$aStatistical analysis. =650 24$aLife tests. =650 24$aLife comparisons. =650 24$aProbability theory. =650 24$aNonparametric statistics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10079J.htm =LDR 01915nab a2200385 i 4500 =001 JTE10081J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10081J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10081J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP752.W3 =082 04$a574.1/924$223 =245 00$aStabilized Low Molecular Weight Wax Crystals. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis series of three photographs by T. H. West, which appears on the following pages, won 3rd Prize in Techniques in the Photomicrography Section of the 1973 ASTM Photographic Exhibit (see story in November 1978 JTE). Mr. West works in the Research Department of Imperial Oils Enterprises Ltd., P.O. Box 3022, Sarnia, Ontario, Canada N7T 7M1. Information on entering the 1974 Photographic Exhibit is given on p. 125. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWax. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10081J.htm =LDR 02702nab a2200637 i 4500 =001 JTE10086J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10086J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10086J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.1/7$223 =100 1\$aKies, FK.,$eauthor. =245 10$aHigh-Temperature Properties of a High-Purity Ferritic Stainless Steel /$cFK. Kies, CD. Schwartz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe resistance of Alloy XM-27 to a variety of high-temperature environments was investigated. The alloy was tested in cyclic and semicontinuous oxidation and sulfidizing environments, and the results were compared to conventional, heat resistant alloys. Elevated tensile and stress rupture properties and resistance to embrittlement at 482, 704, and 982°C (900, 1300, and 1800°F) were evaluated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPurity. =650 \0$aOxidation. =650 \0$aEmbrittlement. =650 \0$aSulfidization. =650 \0$aTensile properties. =650 \0$aHeat resistant alloys. =650 \0$aHigh temperature tests. =650 \0$aFerritic stainless steels. =650 \0$aStainless steel. =650 \0$aChrome-nickel steel. =650 \0$aCorrosion resistant alloys. =650 14$aFerritic stainless steels. =650 24$aHeat resistant alloys. =650 24$aPurity. =650 24$aHigh temperature tests. =650 24$aOxidation. =650 24$aSulfidization. =650 24$aStress rupture properties. =650 24$aEmbrittlement. =650 24$aTensile properties. =700 1\$aSchwartz, CD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10086J.htm =LDR 02597nab a2200541 i 4500 =001 JTE10076J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10076J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10076J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.T5 =082 04$a620.1/89322$223 =100 1\$aFitzGerald, JH.,$eauthor. =245 12$aA Test Procedure for Determining the Influence of Stress Ratio on Fatigue Crack Growth /$cJH. FitzGerald, RP. Wei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA test procedure is outlined by which the rate of fatigue crack growth over a range of stress ratios and stress intensities can be determined expeditiously using a small number of specimens. This procedure was developed to avoid or circumvent the effects of load interactions on fatigue crack growth, and was used to develop data on a mill annealed Ti-6Al-4V alloy plate. Experimental data suggest that the rates of fatigue crack growth among the various stress ratios may be correlated in terms of an effective stress intensity range, ? Keff, at given values of Kmax. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 \0$aFatigue (materials) =650 \0$aStress stress ratio. =650 \0$aTitanium alloys. =650 14$aFracture mechanics. =650 24$aFatigue (materials) =650 24$aCrack propagation. =650 24$aTests. =650 24$aStress stress ratio. =650 24$aTitanium alloys. =700 1\$aWei, RP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10076J.htm =LDR 03022nab a2200745 i 4500 =001 JTE10078J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10078J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10078J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC183 =082 04$a541/.33$223 =100 1\$aBritton, SC.,$eauthor. =245 10$aEstimation of Skid Numbers from Surface Texture Parameters in the Rational Design of Standard Reference Pavements for Test Equipment Calibration /$cSC. Britton, WB. Ledbetter, BM. Gallaway. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aAccurate measurement of highway skid resistance has required the application of appropriate reference standards for the calibration of locked wheel skid trailers [ASTM Test for Skid Resistance of Paved Surfaces Using a Full-Scale Tire (E 274-70)] used as test equipment. This investigation was concerned with the development of criteria needed for the design of primary standard reference pavement surfaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTires. =650 \0$aTreads. =650 \0$aTexture. =650 \0$aHystersis. =650 \0$aPavements. =650 \0$aCalibrating. =650 \0$aTest equipment. =650 \0$aSkid resistance. =650 \0$aSurface properties. =650 \0$aManufactured aggregate. =650 \0$aReferences (standards) =650 \0$aMotor vehicle accidents. =650 \0$aAdhesion. =650 \0$aCohesion. =650 14$aSkid resistance. =650 24$aMotor vehicle accidents. =650 24$aReferences (standards) =650 24$aPavements. =650 24$aSurface properties. =650 24$aTexture. =650 24$aTreads. =650 24$aTires. =650 24$aHystersis. =650 24$aAdhesion. =650 24$aTest equipment. =650 24$aLocked wheel skid trailers. =650 24$aCalibrating. =650 24$aManufactured aggregate. =700 1\$aLedbetter, WB.,$eauthor. =700 1\$aGallaway, BM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10078J.htm =LDR 02429nab a2200589 i 4500 =001 JTE10085J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10085J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10085J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD881 =082 04$a628.5/3$223 =100 1\$aZief, M.,$eauthor. =245 10$aContamination Control in the Production of High-Purity Chemicals /$cM. Zief, J. Horvath. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aContamination problems inherent in the preparation of high-purity chemicals must be recognized and controlled. Major problems such as airborne contamination, leaching from containers, and reagents for ultratrace elemental analysis are reviewed. Trace impurities contributed by electrostatic charges, filtration media, and water are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCleaning. =650 \0$aClean air. =650 \0$aContainers. =650 \0$aContaminants. =650 \0$aTrace elements. =650 \0$aParticulate matter. =650 \0$aStatic electricity. =650 \0$aAir contaminants. =650 \0$aAir pollution. =650 14$aContaminants. =650 24$aClean air. =650 24$aContainers. =650 24$aTrace elements. =650 24$aParticulate matter. =650 24$aStatic electricity. =650 24$aCleaning. =700 1\$aHorvath, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10085J.htm =LDR 02876nab a2200553 i 4500 =001 JTE10080J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10080J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10080J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH201 =082 04$a502.82$223 =100 1\$aSaur, RL.,$eauthor. =245 10$aSources and Magnitude of Errors in the Measurement of Coating Thickness with the Double-Beam Interference Microscope /$cRL. Saur. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAn analysis was made of three factors (fringe width, phase change, and surface roughness) which contribute to errors in measurement of coating thickness with a double-beam interference microscope. Excluding any unpredictable contributions made by surface roughness, a theoretical analysis based on a literature search revealed that the total of the two remaining errors will not exceed ±0.19 ?m (±0.0076 mil) if either the coating or its substrate is a metal. If both are metals, the error will not exceed ±0.12 ?m (±0.0048 mil). Measurements were made on a few samples of common coating systems. The errors experienced were much less than the above theoretical values, and would not normally contribute significantly to measurements with the double-beam interference microscope. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicroscopy. =650 \0$aAnodic coatings. =650 \0$aInterferometers. =650 \0$aChromium coatings. =650 \0$aDimensional measurement. =650 \0$aElectrodeposited coatings. =650 \0$aAnalysis, Microscopic. =650 \0$aLight microscopy. =650 14$aMicroscopy. =650 24$aInterferometers. =650 24$aDimensional measurement. =650 24$aChromium coatings. =650 24$aAnodic coatings. =650 24$aElectrodeposited coatings. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10080J.htm =LDR 02369nab a2200553 i 4500 =001 JTE10077J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10077J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10077J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD54.C4 =082 04$a542.9$223 =100 1\$aPace, JA.,$eauthor. =245 10$aModified Centrifuge Technique for Hydrolytic Stability of Neopentyl Polyol Ester Lubricants /$cJA. Pace. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA modification of the ASTM Test for Hydrolytic Stability of Hydraulic Fluids (Beverage Bottle Test Method) [D 2619-67 (1972)] is proposed to permit the application to fluids with specific gravities near to that of water. Data obtained in applying this modification to MIL-L-23699 "Lubricating Oil, Aircraft Turbine Engine, Synthetic Base" are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandards. =650 \0$aHydrolysis. =650 \0$aLubricants. =650 \0$aModified method. =650 \0$aWater contamination. =650 \0$aNeopentyl polyol esters. =650 \0$aCentrifuges. =650 14$aLubricants. =650 24$aHydrolysis. =650 24$aStandards. =650 24$aNeopentyl polyol esters. =650 24$aWater contamination. =650 24$aModified method. =650 24$aCentrifuges. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10077J.htm =LDR 02873nab a2200625 i 4500 =001 JTE10083J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10083J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10083J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1/834$223 =100 1\$aAl-Rawi, RS.,$eauthor. =245 14$aThe Effects of Composition and Fineness of Cement in Accelerated Testing of Concrete /$cRS. Al-Rawi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe effects of C3A content, fineness, gypsum content, C3S:C2S ratio, and alkali content of the cement on the correlation between 1-day accelerated and 28-day normal strength of concrete were investigated. The accelerated testing method used was that developed by the Institution of Civil Engineers (ICE) Accelerated Testing Committee [1]. Both C3A and alkali content did not affect the correlation between accelerated and 28-day strength. Increased fineness caused the predicted 28-day strength to be less than actual. Increased gypsum content could cause an increase in accelerated strength and at the same time a decrease in 28-day strength. The ICE correlation was not applicable when cements of low C3S:C2S ratio were used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGypsum. =650 \0$aCements. =650 \0$aAlkalies. =650 \0$aFineness. =650 \0$aConcretes. =650 \0$aSilicates. =650 \0$aAluminates. =650 \0$aAccelerated tests. =650 \0$aCompressive strength. =650 \0$aConcrete. =650 \0$aBuilding materials. =650 14$aAccelerated tests. =650 24$aCompressive strength. =650 24$aConcretes. =650 24$aCements. =650 24$aFineness. =650 24$aGypsum. =650 24$aAluminates. =650 24$aSilicates. =650 24$aAlkalies. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10083J.htm =LDR 03112nab a2200649 i 4500 =001 JTE10082J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10082J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10082J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1/834$223 =100 1\$aOrchard, DF.,$eauthor. =245 14$aThe Effect of Cement Properties and the Thermal Compatibility of Aggregates on the Strength of Accelerated Cured Concrete /$cDF. Orchard, R. Jones, RS. AL-Rawi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aMost research work on the effect of the thermal expansion of the constituents of concrete has concentrated chiefly on hardened concrete. Its resistance to heating and cooling and to freezing and thawing has been used for purposes of assessment. The works of different investigators have led to considerable contradiction and no definite conclusion can be drawn on the effect of differences between the coefficients of thermal expansion of the constituents of concrete. Findings show effects on the durability under repeated cycles of freezing and thawing and the compressive strength of concrete subjected to temperature change. There is some evidence that the relative expansions of the constituents of fresh concrete cause a reduction of its ultimate strength under conditions of accelerated curing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCuring. =650 \0$aCements. =650 \0$aStresses. =650 \0$aConcretes. =650 \0$aAggregates. =650 \0$aCompatibility. =650 \0$aThermal expansion. =650 \0$aConcrete durability. =650 \0$aCompressive strength. =650 \0$aConcrete. =650 \0$aBuilding materials. =650 14$aConcretes. =650 24$aCements. =650 24$aAggregates. =650 24$aCompatibility. =650 24$aThermal expansion. =650 24$aCuring. =650 24$aConcrete durability. =650 24$aCompressive strength. =650 24$aStresses. =700 1\$aJones, R.,$eauthor. =700 1\$aAL-Rawi, RS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10082J.htm =LDR 02876nab a2200637 i 4500 =001 JTE10084J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10084J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10084J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531/.382$223 =100 1\$aRostoker, W.,$eauthor. =245 10$aSome Mechanical Properties of Sintered Fiber Metal Composites /$cW. Rostoker, JO. Galante, G. Shen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aKinked, short-length, fine wire can be molded by conventional powder metallurgy procedures and sintered to a porous composite with large proportions of interconnecting voids. This material has potential applications for implanted prosthetic systems. The material behaves in a nonlinear elastic fashion which may be approximated as two linear elastic processes. In the strain range of 0 to about 0.5 percent, the elastic modulus can be less than 1 kg/mm2. In a higher strain regime the elastic modulus is about 100 kg/mm2. A total elastic strain range of 1.5 to 4 percent is found. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aMetal fibers. =650 \0$aFiber composites. =650 \0$aTensile strength. =650 \0$aProsthetic devices. =650 \0$aInterconnecting voids. =650 \0$aMechanical properties. =650 \0$aModulus of elasticity. =650 \0$aElasticity. =650 \0$aElastic properties. =650 14$aModulus of elasticity. =650 24$aInterconnecting voids. =650 24$aMetal fibers. =650 24$aProsthetic devices. =650 24$aStrains. =650 24$aTensile strength. =650 24$aMechanical properties. =650 24$aFiber composites. =650 24$aElastic properties. =700 1\$aGalante, JO.,$eauthor. =700 1\$aShen, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10084J.htm =LDR 02910nab a2200565 i 4500 =001 JTE10036J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10036J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10036J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.3 =082 04$a552/.5$223 =100 1\$aParry, RHG,$eauthor. =245 10$aMultistage Triaxial Testing of Lightly Overconsolidated Clays /$cRHG Parry, V. Nadarajah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA comparison has been made between consolidated undrained tests on separate soil specimens and multistage testing of a single specimen. Three series of samples were prepared, two of the series consisting of remolded kaolin in each of which the specimens were lightly overconsolidated under K0 conditions, and one series consisting of undisturbed specimens of soft silty clay from a site at Fulford near York in England. It is concluded from these tests that although some differences arise from the two methods, the results from multistage tests are adequate for practical purposes both in the prediction of failure conditions and in the prediction of deformations and pore pressure response under working loads. In view of the number of advantages accruing from multistage testing, it is recommended that this method should be used in the routine triaxial testing of soft lightly overconsolidated clays of low sensitivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aTriaxial. =650 \0$aUndrained. =650 \0$aDeformation. =650 \0$aMulti-stage. =650 \0$aClay. =650 \0$aAluminum silicates. =650 \0$aBinders (Materials) =650 14$aClay. =650 24$aDeformation. =650 24$aMulti-stage. =650 24$aStrength. =650 24$aTriaxial. =650 24$aUndrained. =700 1\$aNadarajah, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10036J.htm =LDR 03361nab a2200733 i 4500 =001 JTE10042J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10042J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10042J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.F4 =082 04$a546/.621$223 =100 1\$aLucks, CF.,$eauthor. =245 10$aArmco Iron :$bNew Concept and Broad-Data Base Justify Its Use as a Thermal Conductivity Reference Material /$cCF. Lucks. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aA new treatment for the data generated over a period of almost 40 years, including results of a recently completed round robin, indicate no reason for not continuing the use of Armco iron as a thermal conductivity reference material in the temperature range 80 to 925 K. The correlation of thermal conductivity and temperature divided by electrical resistivity is linear in this temperature range with changes in slope at reasonable magnetic transition temperatures for ?-Fe2O3 and Fe3C. The small amounts of the two compounds present coupled with electrical resistivity trends for the impurity elements hydrogen, nitrogen, and oxygen suggest the thermal and electrical transport properties are measurably influenced by a semicontinuous or continuous network of hydrogen and iron compounds in the grain boundaries. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHydrogen. =650 \0$aArmco iron. =650 \0$aIngot iron. =650 \0$aIron carbide. =650 \0$aLorenz ratio. =650 \0$aGrain boundary. =650 \0$aImpurity effects. =650 \0$aThermal treatment. =650 \0$aReference material. =650 \0$aMagnetic ingot iron. =650 \0$aThermal conductivity. =650 \0$aBasic open hearth iron. =650 \0$aElectrical resistivity. =650 \0$aFerric oxide. =650 \0$aIron oxide. =650 14$aArmco iron. =650 24$aMagnetic ingot iron. =650 24$aIngot iron. =650 24$aBasic open hearth iron. =650 24$aReference material. =650 24$aThermal conductivity. =650 24$aElectrical resistivity. =650 24$aLorenz ratio. =650 24$aImpurity effects. =650 24$aGrain boundary. =650 24$aHydrogen. =650 24$aIron carbide. =650 24$aIron oxide. =650 24$aThermal treatment. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10042J.htm =LDR 02663nab a2200505 i 4500 =001 JTE10044J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10044J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10044J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS300 =082 04$a669$223 =100 1\$aChait, R.,$eauthor. =245 10$aFlow and Fracture of High Strength Steels in Torsion /$cR. Chait. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe torsional flow and fracture characteristics of several high strength steels are examined. Comparison is made to flow curves obtained in uniaxial tension. It is noted that the flow curve obtained in torsion may not necessarily duplicate the flow curve determined in tension. It is suggested that lack of agreement may be due to the presence of microcracks. Nonuniform deformation localizes the formation of microcracks. It is shown that the tendency to deform locally is influenced not only by strength level but by the value of the strain hardening exponent as well. Torsional strains are also presented and compared to corresponding tensile fracture strain data. It is noted that the value of the torsional fracture strain may be low and less than the tensile fracture strain despite a fracture surface which appears ductile. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTorsion. =650 \0$aPlastic flow. =650 \0$aFracture properties. =650 \0$aHigh strength steels. =650 \0$aSteel. =650 \0$aIron. =650 14$aHigh strength steels. =650 24$aTorsion. =650 24$aFracture properties. =650 24$aPlastic flow. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10044J.htm =LDR 02752nab a2200601 i 4500 =001 JTE10043J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10043J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10043J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF482 =082 04$a612.744$223 =100 1\$aFindley, WN.,$eauthor. =245 14$aThe Effect of the Intermediate Principal Stress on Triaxial Fatigue of 7075-T6 Aluminum Alloy /$cWN. Findley, JF. Tracy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aFatigue tests of 7075-T6 aluminum alloy under synchronous pulsating triaxial stresses were performed with three different values of the intermediate principal stress. Thick-walled tubes were subjected to internal pressure plus axial stress such that the state of stress at the inner surface was as follows: in the first case, the intermediate principal stress was a compression equal to the internal pressure; in the second, it was a tension equal to the internal pressure; and in the third, it was a tension equal to the hoop stress at the inner surface. Results showed no effect of the intermediate principal stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTresca. =650 \0$aTriaxial. =650 \0$aAluminum alloy. =650 \0$aFailure theory. =650 \0$aCombined stress. =650 \0$aPrincipal stress. =650 \0$aTriaxial fatigue. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aAluminum alloy. =650 24$aCombined stress. =650 24$aFailure theory. =650 24$aFatigue. =650 24$aPrincipal stress. =650 24$aTresca. =650 24$aTriaxial. =650 24$aTriaxial fatigue. =700 1\$aTracy, JF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10043J.htm =LDR 02348nab a2200565 i 4500 =001 JTE10045J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10045J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10045J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS300 =082 04$a669$223 =100 1\$aHawthorne, JR.,$eauthor. =245 10$aContributions of Selected Residual Elements to the Radiation Embrittlement Sensitivity of Steel Forgings /$cJR. Hawthorne. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aResidual impurity element content has a major influence on the sensitivity of low alloy steels to radiation-induced embrittlement. The identification of phosphorus as highly detrimental to irradiation performance has made tin, arsenic, and antimony additional suspect elements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aForgings. =650 \0$aNotch ductility. =650 \0$aNuclear reactors. =650 \0$aPressure vessels. =650 \0$aRadiation sensitivity. =650 \0$aRadiation embrittlement. =650 \0$aSteel. =650 \0$aIron. =650 14$aForgings. =650 24$aRadiation embrittlement. =650 24$aNuclear reactors. =650 24$aRadiation sensitivity. =650 24$aNotch ductility. =650 24$aPressure vessels. =650 24$aSteel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10045J.htm =LDR 03879nab a2200841 i 4500 =001 JTE10034J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10034J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10034J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC290 =082 04$a536/.6$223 =100 1\$aCrowley, DP.,$eauthor. =245 10$aTest Facilities for Measuring the Thermal Response of Materials to the Fire Environment /$cDP. Crowley, FL. Tempesta, GK. Castle, EB. Belason, LJ. D'Avanzo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aSubscale fire test facilities have been developed for evaluating the thermal response of material test specimens exposed to a variety of fire conditions. One of the facilities was used in an investigation of the feasibility of using subscale fire testing as an aid in predetermining the thermal performance of materials exposed to a full scale E 119 fire environment. Environmental incident heat flux histories were obtained during an Underwriter's Laboratory development safe-column furnace test of a prototype plastic fire resistant material assembly. These same heat flux histories were recreated in the subscale fire test facility. A specimen of the prototype plastic material was tested in the recreated environment. A comparison of the thermal performance of the material tested in the full scale and recreated fire environments showed good agreement. This paper presents a description of the subscale facilities and the results of correlating the E 119 fire test with the subscale fire test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aPlastics. =650 \0$aUL tests. =650 \0$aHeat flux. =650 \0$aFire tests. =650 \0$aRadiometry. =650 \0$aFire hazard. =650 \0$aFurnace tests. =650 \0$aFire environment. =650 \0$aSubscale testing. =650 \0$aFire temperatures. =650 \0$aComposite materials. =650 \0$aThermal performance. =650 \0$aFire resistant tests. =650 \0$aFire resistant materials. =650 \0$aCalorimetry. =650 \0$aCalorimeters and calorimetry. =650 \0$aTemperature measurements. =650 14$aComposite materials. =650 24$aFire tests. =650 24$aThermal performance. =650 24$aTesting. =650 24$aFurnace tests. =650 24$aHeat flux. =650 24$aUL tests. =650 24$aSubscale testing. =650 24$aFire resistant materials. =650 24$aFire resistant tests. =650 24$aFire hazard. =650 24$aPlastics. =650 24$aCalorimetry. =650 24$aRadiometry. =650 24$aFire temperatures. =650 24$aFire environment. =700 1\$aTempesta, FL.,$eauthor. =700 1\$aCastle, GK.,$eauthor. =700 1\$aBelason, EB.,$eauthor. =700 1\$aD'Avanzo, LJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10034J.htm =LDR 02981nab a2200577 i 4500 =001 JTE10046J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10046J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10046J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA483 =082 04$a669$223 =100 1\$aFox, A.,$eauthor. =245 10$aFatigue Properties of a Tin-Modified Copper Nickel Alloy (CA-725) /$cA. Fox. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe reversed bending fatigue properties of a Cu-9Ni-2Sn alloy, designated CA-725, were studied as they might be influenced by prior cold rolling and by the orientation of the normal stress with respect to the direction of rolling. The fatigue strength of this alloy was found to increase as a function of prior cold work for cold reductions ranging from 21 to 95 percent. In this respect this material is different from 5 percent tin phosphor bronze (CA-510) and 12 percent nickel silver (CA-762) for which no further improvement in fatigue strength is noted in the range of cold reductions 50-70 percent. For cold reductions greater than 37 percent (hard temper) the fatigue strength for material stressed at 90 deg to the direction of rolling is consistently higher than for material stressed in the parallel direction. This anisotropic effect becomes more pronounced with increasing prior cold work. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSprings. =650 \0$aCopper alloys. =650 \0$aFatigue (metals) =650 \0$aMechanical testing. =650 \0$aElectromechanical springs. =650 \0$aAlloys. =650 \0$aMetallic alloys. =650 \0$aMetallic composites. =650 14$aElectromechanical springs. =650 24$aAlloys. =650 24$aCopper alloys. =650 24$aCopper-nickel-tin alloys. =650 24$aFatigue (metals) =650 24$aMechanical properties (metals) =650 24$aMechanical testing. =650 24$aSprings. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10046J.htm =LDR 02281nab a2200529 i 4500 =001 JTE10035J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10035J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10035J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.E6 =082 04$a668/.374$223 =100 1\$aWorley, AA.,$eauthor. =245 10$aFlow Test for Determination of Set-Time of Powdered Coatings /$cAA. Worley, JG. Zell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the manufacture of torroidal core rings coated with epoxy powder coating material the smoothness of the coating is influenced by the flow and cure characteristics of the material. These characteristics of thermosetting powder coatings could not be evaluated with standard test procedures that were available for determining the properties of liquid coating materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSet-time. =650 \0$aFlow test. =650 \0$aSpiral flow. =650 \0$aEpoxy powder. =650 \0$aPowder coatings. =650 \0$aEpoxy resins. =650 14$aPowder coatings. =650 24$aFlow test. =650 24$aSet-time. =650 24$aSpiral flow. =650 24$aEpoxy powder. =700 1\$aZell, JG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10035J.htm =LDR 03328nab a2200625 i 4500 =001 JTE10040J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10040J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10040J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD171 =082 04$a546.3$223 =100 1\$aWonsiewicz, BC.,$eauthor. =245 10$aFinite Strain and the 0.01 Percent Offset Yield Strength /$cBC. Wonsiewicz, RR. Hart. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe validity of the stress at 0.01 percent offset as an approximation to the elastic limit was evaluated for a high-strength material, textured copper-beryllium CA-172. Specimens were loaded in uniaxial tension and precise determinations were made of the load-extension diagram. In loading to a strain of 0.85 percent, offsets of ~0.02 percent were observed with insignificant permanent strain (<5 x 10-5) remaining on release of the load. Permanent strain of 0.01 percent occurred only after an offset of 0.05 percent and a strain of 1 percent. The nonlinearities observed correspond to previously reported higher-order elastic effects in copper. A priori corrections to the offset strength for elastic nonlinearities are impractical since the nonlinearities depend on both the higher-order elastic constants of the material and the preferred orientation. The limitations of the offset yield strengths are discussed and the suggestion made that dynamic energy absorption techniques be considered to measure the onset of plastic flow; that is, plastic strains of about 0.01 percent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElastic limit. =650 \0$aYield strength. =650 \0$aCopper beryllium. =650 \0$aMechanical tests. =650 \0$aProportional limit. =650 \0$aMechanical properties. =650 \0$aNonlinear elastic strain. =650 \0$aMetals. =650 \0$aMetallic elements. =650 \0$aOres. =650 14$aMechanical tests. =650 24$aMechanical properties. =650 24$aElastic limit. =650 24$aYield strength. =650 24$aProportional limit. =650 24$aNonlinear elastic strain. =650 24$aDynamic energy absorption technique. =650 24$aMetals. =650 24$aCopper beryllium. =700 1\$aHart, RR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10040J.htm =LDR 03060nab a2200805 i 4500 =001 JTE10037J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10037J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10037J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C2 =082 04$a546/.393$223 =100 1\$aCrow, RF.,$eauthor. =245 10$aAtomic Absorption Analysis of Portland Cement and Raw Mix Using a Lithium Metaborate Fusion /$cRF. Crow, JD. Connolly. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA rapid and accurate atomic absorption method is described for the analysis of nine elements in portland cement and portland cement raw mix. These elements are aluminum, calcium, iron, magnesium, manganese, potassium, sodium, silicon, and strontium. Samples are fused with anhydrous lithium metaborate in a graphite crucible, and the molten melt is poured into a dilute acid solution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOxides. =650 \0$aSodium. =650 \0$aSilicon. =650 \0$aAluminum. =650 \0$aMagnesium. =650 \0$aManganese. =650 \0$aPotassium. =650 \0$aStrontium. =650 \0$aFusion (melting) =650 \0$aPortland cements. =650 \0$aChemical analysis. =650 \0$aGraphite crucible. =650 \0$aLithium metaborate. =650 \0$aSpectroscopic analysis. =650 \0$aCalcium. =650 \0$aAlkaline earth metals. =650 14$aAluminum. =650 24$aAtomic absorption spectroscopy. =650 24$aCalcium. =650 24$aChemical analysis. =650 24$aFusion (melting) =650 24$aGraphite crucible. =650 24$aIron. =650 24$aLithium metaborate. =650 24$aMagnesium. =650 24$aManganese. =650 24$aOxides. =650 24$aPortland cements. =650 24$aPortland cement raw materials. =650 24$aPotassium. =650 24$aSilicon. =650 24$aSodium. =650 24$aStrontium. =650 24$aSpectroscopic analysis. =700 1\$aConnolly, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10037J.htm =LDR 03262nab a2200601 i 4500 =001 JTE10041J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10041J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10041J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75 =082 04$a543$223 =100 1\$aCastle, GK.,$eauthor. =245 10$aAnalytical Prediction of the Thermal Response of Decomposing Materials in Fire Environments /$cGK. Castle, JG. Alexander, FL. Tempesta, EB. Belason. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAn analytical model is presented which accurately predicts the thermal response of decomposing materials in fire environments. The model is the same one developed for the design of reentry and space vehicle heat shield materials including the Apollo heat shield. The analysis handles one dimensional transient thermal conduction with decomposition, surface reactions, and transpiration with a variety of surface boundary conditions. Both temperature and density dependent properties are utilized for proper characterization of the thermophysical behavior of a material. Basic details of the thermal processes involved are given as well as the scope of the model. Thermal analyses of three different types of materials exposed to two different fire environments are presented. Two materials, gypsum wall board and a spray-on fiber material, were tested in a controlled subscale fire at the Avco Laboratories, while the third, a reinforced plastic, was tested at Underwriters' Laboratories in a safe-column furnace. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWall board. =650 \0$aSpray-on fiber. =650 \0$aThermodynamics. =650 \0$aAnalytical model. =650 \0$aFire environment. =650 \0$aReinforced plastic. =650 \0$aThermal analysis. =650 14$aThermal analysis (materials) =650 24$aThermodynamics. =650 24$aAnalytical model. =650 24$aWall board. =650 24$aSpray-on fiber. =650 24$aReinforced plastic. =650 24$aFire environment. =650 24$aThermal properties (materials) =700 1\$aAlexander, JG.,$eauthor. =700 1\$aTempesta, FL.,$eauthor. =700 1\$aBelason, EB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10041J.htm =LDR 02678nab a2200541 i 4500 =001 JTE10039J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10039J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10039J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a621.8/11$223 =100 1\$aWillertz, LE.,$eauthor. =245 13$aAn Analog Control System for an Inverted Torsion Pendulum /$cLE. Willertz, AH. Pradhan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn analog system has been designed, constructed, and tested for driving an inverted torsion pendulum used in determining damping and internal friction properties of materials. The system is capable of determining log decrements from the electrical characteristics of the system from 10-4 to 10-1 at stresses from 102 to 105 psi with the results being plotted directly by an X-Y recorder. Other variables can be plotted on the x axis in addition to stress, such as magnetic field strength, temperature, time, and axial loads to make this a valuable instrument in the field of metallurgical research. Initial results using this system have shown them to compare almost exactly with those obtained using the usual free decay method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnalog. =650 \0$aControl. =650 \0$aDamping. =650 \0$aTorsion pendulum. =650 \0$aInternal friction. =650 \0$aDamping (Mechanics) =650 \0$aOscillations. =650 14$aDamping. =650 24$aInternal friction. =650 24$aAnalog. =650 24$aTorsion pendulum. =650 24$aControl. =700 1\$aPradhan, AH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10039J.htm =LDR 02779nab a2200601 i 4500 =001 JTE10038J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10038J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10038J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aRaske, DT.,$eauthor. =245 10$aFatigue Failure Predictions for Plates with Holes and Edge Notches /$cDT. Raske. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aA means to determine the fatigue notch factor, Kf is devised by identifying the zone of metal at the notch root which is thought to govern the fatigue process. Corrections are then developed for the effects of the stress gradient and critical volume in this zone. The resulting equation for Kf embodies these corrections and the theoretical elastic stress concentration factor, Kt. Experimental verification is obtained by testing notched plate specimens and by utilizing data from the literature. Predictions of Kf over fatigue lives of from 102 to 106 cycles are within 4 percent of experimental values when calculated in terms of stress and within 9 percent in terms of strain. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain. =650 \0$aStress. =650 \0$aSize effect. =650 \0$aFatigue life. =650 \0$aFatigue tests. =650 \0$aFatigue (materials) =650 \0$aPlastic deformation. =650 \0$aStress concentrations. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aFatigue (materials) =650 24$aFatigue tests. =650 24$aFatigue life. =650 24$aStress concentrations. =650 24$aSize effect. =650 24$aStress. =650 24$aStrain. =650 24$aPlastic deformation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10038J.htm =LDR 02396nab a2200505 i 4500 =001 JTE10252J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10252J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10252J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aProctor, TM.,$eauthor. =245 10$aIntroduction to Papers Presented at the Symposium on Ultrasonic Measurements of Stress /$cTM. Proctor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aUltrasonic measurements of the variation of elastic modulus with stress have been done for more than 30 years. The inverse problem of measuring residual stress by ultrasonic means is still poorly understood. As a result, the measurement of residual stress by ultrasonic means has not been a successful engineering method. A symposium describing the present state of the art has been held and the written record of some of the contributors to it is presented by the following set of papers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aResidual stress. =650 \0$aAcoustic measurement. =650 \0$aModulus of elasticity. =650 \0$aVibration$xMeasurement. =650 \0$aStress. =650 14$aStresses. =650 24$aResidual stress. =650 24$aAcoustic measurement. =650 24$aModulus of elasticity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10252J.htm =LDR 03379nab a2200685 i 4500 =001 JTE10251J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10251J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10251J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP552.C42 =082 04$a571.6$223 =100 1\$aRamakrishnan, N.,$eauthor. =245 10$aDynamic Effective Young's Modulus of Thin Adhesive Layers in Bonded Joints /$cN. Ramakrishnan, AK. De, S. Suryanarayan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aIn recent years, adhesive bonding has shown promise in replacing or supplementing conventional methods of joining such as riveting, welding, mechanical fastening, and so forth. To evaluate the dynamic characteristics of bonded structures, it is necessary to know the dynamic characteristics of bonded joints. This paper presents the development of an experimental technique to evaluate the dynamic effective Young's modulus (DEYM) of a thin adhesive layer sandwiched between metallic adherends. Considering the difficulties in measuring the strain across the adhesive layer, it was decided to avoid the measurement of strain in this technique. The joint is introduced in a cantilever beam, which causes its resonant frequency to drop because of the lower modulus of the adhesive layer. An analytical technique has been developed to evaluate its modulus from the drop in resonant frequency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesion. =650 \0$aAraldite. =650 \0$aRegulafalsi. =650 \0$aCarbinol glue. =650 \0$aAdhesive bonding. =650 \0$aCantilever beams. =650 \0$aLissajous figure. =650 \0$aResonant frequency. =650 \0$aShear flexibility factor. =650 \0$aCell adhesion molecules. =650 \0$aCell Adhesion Molecules$xphysiology. =650 14$aAdhesive bonding. =650 24$aDynamic modulus of elasticity. =650 24$aAdhesion. =650 24$aCantilever beams. =650 24$aResonant frequency. =650 24$aShear flexibility factor. =650 24$aBending flexibility factor. =650 24$aNondimensional frequency factor. =650 24$aRegulafalsi. =650 24$aLissajous figure. =650 24$aAraldite. =650 24$aCarbinol glue. =700 1\$aDe, AK.,$eauthor. =700 1\$aSuryanarayan, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10251J.htm =LDR 02767nab a2200577 i 4500 =001 JTE10250J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10250J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10250J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.1/733$223 =100 1\$aLandow, MP.,$eauthor. =245 10$aApplication of Computer Techniques to Charpy Impact Testing of Irradiated Pressure Vessel Steels /$cMP. Landow, EO. Fromm, JS. Perrin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aA Rockwell AIM 65 microcomputer has been modified to control a remote Charpy V-notch impact test machine. The computer controls not only handling and testing of the specimen but also transference and storage of instrumented Charpy test data. A system of electrical solenoid activated pneumatic cylinders and switches provides the interface between the computer and the test apparatus. A command language has been designated that allows the operator to command checkout, test procedure, and data storage via the computer. Automatic compliance with ASTM test procedures is built into the program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIrradiation. =650 \0$aImpact tests. =650 \0$aMicrocomputers. =650 \0$aData processing. =650 \0$aMechanical tests. =650 \0$aPressure vessel steels. =650 \0$aMetals at high temperature. =650 \0$aSteel$xStress corrosion$xTesting. =650 14$aImpact tests. =650 24$aData processing. =650 24$aIrradiation. =650 24$aMechanical tests. =650 24$aPressure vessel steels. =650 24$aMicrocomputers. =700 1\$aFromm, EO.,$eauthor. =700 1\$aPerrin, JS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10250J.htm =LDR 02714nab a2200517 i 4500 =001 JTE10257J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10257J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10257J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aHsu, NN.,$eauthor. =245 13$aAn Analytical Approach to Reference Samples for Ultrasonic Residual Stress Measurement /$cNN. Hsu, TM. Proctor, GV. Blessing. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aWhile residual stress measurements using ultrasonic techniques have been under development for some time, practical applications are still limited. One of the difficulties is the lack of suitable reference samples for instrument calibration. This paper specifically addresses the question of how to produce a known stress-state reference sample, and ultrasonically determine its zero stress state. The approach was to design and construct a sample possessing residual stresses that can be deduced from established theory. A shrink-fit ring-plug assembly was fabricated from carefully screened aluminum bar stock, forming a disk suitable for both longitudinal and shear wave calibration. Here we report results using longitudinal waves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress state. =650 \0$aResidual stress. =650 \0$aLongitudinal waves. =650 \0$aAcoustic measurement. =650 \0$aSound$xMeasurement. =650 14$aAcoustic measurement. =650 24$aResidual stress. =650 24$aLongitudinal waves. =650 24$aStress state. =700 1\$aProctor, TM.,$eauthor. =700 1\$aBlessing, GV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10257J.htm =LDR 03802nab a2200685 i 4500 =001 JTE10256J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10256J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10256J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aCantrell, JH.,$eauthor. =245 10$aAnharmonic Properties of Solids from Measurements of the Stress Acoustic Constant /$cJH. Cantrell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThe description of anharmonic properties of solids, such as thermal expansion or the interaction of thermal and acoustic phonons, involves generalized Grüneisen parameters that describe the strain dependence of the lattice vibrational frequencies. In the Debye model of specific heats the lattice vibrations are approximated by long wavelength acoustic standing-wave modes of a dispersionless elastic continuum in which the generalized Grüneisen parameters are frequency independent. Recently, a new ultrasonic measurement technique has been developed which uses such long wavelength acoustic modes to monitor axially induced accumulated static loads in threaded fasteners from a state of zero initial stress. A fundamental calibration parameter of the new technique is the stress acoustic constant defined as the fractional change in the resonant standing-wave frequency in the solid cavity per unit applied axial stress. We generalize the equations of elastic wave motion and their solutions to include nonzero homogeneous initial stresses and redefine the stress acoustic constants to include the effect of initial stress. The relationship between the newly defined stress acoustic constants and the strain-generalized Grüneisen parameters is derived, and the implications to material anharmonicity and nonlinear thermoelasticity discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aDebye model. =650 \0$aAnharmonicity. =650 \0$aNatural velocity. =650 \0$aLattice vibrations. =650 \0$aUltrasonic velocity. =650 \0$aAcoustic measurement. =650 \0$aNonlinear properties. =650 \0$aResonance frequencies. =650 \0$aStress acoustic constant. =650 \0$aVibration$xMeasurement. =650 \0$aSound$xMeasurement. =650 14$aStresses. =650 24$aStrains. =650 24$aAcoustic measurement. =650 24$aStress acoustic constant. =650 24$aAnharmonicity. =650 24$aNonlinear properties. =650 24$aSecond- and third-order elastic coefficients. =650 24$aUltrasonic velocity. =650 24$aNatural velocity. =650 24$aResonance frequencies. =650 24$aLattice vibrations. =650 24$aDebye model. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10256J.htm =LDR 02942nab a2200649 i 4500 =001 JTE10255J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10255J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10255J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.102$223 =100 1\$aWilliams, HD.,$eauthor. =245 10$aApplication of Ultrasonic Stress Measurements to Problems in the Electricity Supply Industry /$cHD. Williams, D. Armstrong, RH. Robins. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe potential advantages of an ultrasonic method of stress measurement stem from the speed with which individual determinations can be made, the ability to determine stresses throughout the bulk of a component, and the nondestructive nature of the test. These advantages may be paramount where large numbers of components are involved, where stress contour mapping is required, where quality control is to be exercised over fabrication or structural erection, or where remote measurement is required in hostile environments or inaccessible locations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBolts. =650 \0$aPipework. =650 \0$aGenerator rotors. =650 \0$aUltrasonic tests. =650 \0$aComparative approach. =650 \0$aNondestructive tests. =650 \0$aStructural integrity. =650 \0$aPractical application. =650 \0$aDetermination of stress. =650 \0$aUltrasonic waves$xIndustrial applications. =650 \0$aUltrasons. =650 14$aDetermination of stress. =650 24$aUltrasonic tests. =650 24$aNondestructive tests. =650 24$aStructural integrity. =650 24$aPipework. =650 24$aBolts. =650 24$aGenerator rotors. =650 24$aPractical application. =650 24$aComparative approach. =700 1\$aArmstrong, D.,$eauthor. =700 1\$aRobins, RH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10255J.htm =LDR 02944nab a2200589 i 4500 =001 JTE10254J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10254J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10254J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ223.T7 =082 04$a621.381/028$223 =100 1\$aArora, A.,$eauthor. =245 10$aUltrasonic Measurement of Residual Stress in Textured Materials /$cA. Arora, MR. James. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA method is developed that determines the state of stress in a test piece in the presence of texture, that is, preferred grain orientation. This method uses frequency domain analysis of the acoustic birefringence by which an ultrasonic shear wave propagating in a material travels at slightly different velocities in the polarizations parallel and perpendicular to the axes of texture or stress. Results obtained from a Ti-6%Al-4%V block confirm that the velocity shift is linearly dependent on the amount of stress, but is independent of frequency in the case of stress as opposed to the texture. Experimental considerations involving transducer characteristics, bond (transducer to specimen) characteristics, specimen size, and signal processing are discussed in relation to the reliability and repeatability of the data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolarization. =650 \0$aTransit time. =650 \0$aBirefringence. =650 \0$aPhase velocity. =650 \0$aPreferred orientation. =650 \0$aAcoustic birefringence. =650 \0$aTransducers. =650 \0$aPhysical instruments. =650 14$aPreferred orientation. =650 24$aBirefringence. =650 24$aPolarization. =650 24$aTransducers. =650 24$aBond. =650 24$aPhase velocity. =650 24$aTransit time. =650 24$aAcoustic birefringence. =700 1\$aJames, MR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10254J.htm =LDR 02874nab a2200529 i 4500 =001 JTE10253J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10253J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10253J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aHeyman, JS.,$eauthor. =245 10$aUltrasonic Measurement of Axial Stress /$cJS. Heyman, EJ. Chern. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aSeveral applications of ultrasonic techniques are gaining acceptance for accurate preload determination of critical fasteners. In this presentation, one class of techniques based on continuous wave ultrasonics is examined in detail, with benefits and limitations discussed as they apply to accurate determination of fastener preload. The theory of acoustic propagation in strained media is reviewed as it applies to bolt geometries. Propagation measurements in these geometrics require an understanding of guided-wave effects which can influence stress determination. However, studies of the acoustic spectra of rods identify diffraction and resulting mode conversion as the main artifact for such a measurement. The acoustic spectra, obtained with a novel tone burst spectroscopy method, clearly show mode conversion effects at low frequencies to be absent at high frequencies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAxial stress. =650 \0$aResidual stress. =650 \0$aAcoustic measurement. =650 \0$aSound$xMeasurement. =650 14$aAcoustic measurement. =650 24$aAxial stress. =650 24$aResidual stress. =650 24$aContinous wave techniques. =650 24$aPulsed phase locked loop system. =650 24$aResidual stress and attenuation. =650 24$aPhase insensitive transducers. =700 1\$aChern, EJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10253J.htm =LDR 02936nab a2200505 i 4500 =001 JTE103768 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103768$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103768$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD193.5 =082 04$a615.9/5138$223 =100 1\$aMa, Fumin,$eauthor. =245 14$aThe Atom Transfer Radical Polymerization of Methyl Methacrylate in Ionic Liquid Media of 1-Methylimidazolium Alkyltes /$cFumin Ma, Wen Li, Guoqiao Lai, Jianlin Guo, Min Ruan, Wanguang Qin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThree brønsted acidic ionic liquids, 1-methylimidazolium acetate ([Hmim][CH3COO]), 1-methylimidazolium propionate ([Hmim][CH3CH2COO]) and 1-methylimidazolium butyrate ([Hmim][CH3CH2CH2COO]) were used as reaction medium for atom transfer radical polymerization of methyl methacrylate with ethyl 2-bromoisobutyrate (EBiB)/CuBr as the initiating system. Kinetic studies, chain extension and block copolymerization confirmed the well-controlled manner of these polymerizations in three brønsted acidic ionic liquids. The reactions were fast and the polydispersities of the polymers were quite narrow (1.100.81) with the rut depth values of WT and APA, and with SD values. This is an indication that G*/sin ? and LMS are reliable properties that provide a reasonable estimation of the rut potential of asphalt mixtures. Prediction models for rut estimation were developed by multiple regression using binder properties and aggregate information. The predicted rut data were well fit (R2>0.92) to the measured rut data. Therefore, it was found that the two binder properties could be reliably used for the estimation of the rut potential of asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aWheel tracking. =650 \0$aDeformation strength. =650 \0$aAsphalts. =650 \0$aAsphalt cement. =650 \0$aAsphalt Mixtures. =650 14$aAsphalt. =650 24$aGPC. =650 24$aLMS. =650 24$aDeformation strength. =650 24$aSD. =650 24$aRut. =650 24$aWheel tracking. =650 24$aAPA. =700 1\$aPark, Jiyong,$eauthor. =700 1\$aKim, Kwang W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103530.htm =LDR 04192nab a2200541 i 4500 =001 JTE103417 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103417$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103417$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH212.E4 =082 04$a502/.8/25$223 =100 1\$aLi, Jiusu,$eauthor. =245 10$aMicroanalysis of Recycled Coarse Aggregate and Properties of No-Fines Pervious Recycled Concrete /$cJiusu Li, Zhaohui Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThree types of recycled coarse aggregate (RCA) produced from old cement beams with designed compressive strengths of 40, 60, and 80 MPa, respectively, were employed for measurement by X-ray diffraction (XRD), infrared absorption spectroscopy (IR), and scanning electron microscope (SEM). The XRD result indicated that the presence of Ca(OH)2 and anhydrates in the attached old cement mortar of the RCA may result in a new chemical reaction between the old cement mortar and the new cementitious binders when mixed to produce no-fines pervious recycled concrete (NPRC), which was contributable to the bonding condition. IR analysis was used to investigate the differences among the three types of RCA. The IR result indicated that RCA produced by crushing cement concrete with lower strength tended to absorb more water, which would probably weaken the strength and durability when utilized to manufacture NPRC. SEM was also employed to investigate the microstructure of RCA and the result demonstrated that RCA produced from low compressive strength cement concrete had a relatively loose old interfacial transition zone (ITZ), whereas RCA produced from high compressive strength cement concrete had a dense old ITZ. NPRC specimens were made with RCA, which was produced from old concrete beams with a designed compressive strength of 40 MPa. Factors influencing the compressive strength and flexural strength of NPRC were investigated and the results showed that a smaller size distribution of recycled aggregate, the appropriate thickness of freshly coated cement paste layer, and the water-cement ratio preferred to enhance both compressive strength and flexural strength. Moreover, the compressive and flexural strength of NPRC could achieve 26.37 and 3.37 MPa, respectively, by being blended with 4 % silica fume. The Cantabro test was extended to evaluate the abrasion and shock resistance of NPRC in this study. The Cantabro result suggested that RCA graded with a particle size distribution of 4.75-9.5 mm was favorable in terms of abrasion and shock resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aPermeability. =650 \0$aAbrasion resistance. =650 \0$aMicroanalysis. =650 \0$aElectron probe microanalysis. =650 \0$aRecycled pervious concrete. =650 14$aMicroanalysis. =650 24$aRecycled coarse aggregate. =650 24$aNo-fines recycled pervious concrete. =650 24$aPermeability. =650 24$aStrength. =650 24$aAbrasion resistance. =700 1\$aLiu, Zhaohui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103417.htm =LDR 02904nab a2200517 i 4500 =001 JTE103370 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103370$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103370$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169.5 =082 04$a658.5/62$223 =100 1\$aWang, Shasha,$eauthor. =245 10$aEffect of Specimen Size on Static Strength and Dynamic Increase Factor of High-Strength Concrete from SHPB Test /$cShasha Wang, Min-Hong Zhang, Ser Tong Quek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThis paper presents an experimental study on effect of specimen size on the static strength and dynamic increase factor (DIF) of plain and fiber reinforced high-strength concrete determined from Split Hopkinson pressure bar (SHPB) tests. Four types of specimens were used to determine the static strength of the concrete including (i) cylinders with the same size as that used for SHPB test (diameter (D)=77 mm and length (L)/D ratio=0.5), (ii) cylinders with the same diameter as that of SHPB but with L/D=2, (iii) standard cylinders of D100x200-mm, and (iv) 100-mm cubes. Results indicate that cylinders with the same diameter as those of the SHPB but with L/D=2 are suitable for determining the static strength to be used in DIF computations based on the stress state and failure patterns. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSize effect. =650 \0$aFailure mode. =650 \0$aFailure mode and effects analysis. =650 \0$aDynamic increase factor. =650 14$aDynamic increase factor. =650 24$aFailure mode. =650 24$aSize effect. =650 24$aSplit Hopkinson pressure bar. =650 24$aStatic compressive strength. =700 1\$aZhang, Min-Hong,$eauthor. =700 1\$aQuek, Ser Tong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103370.htm =LDR 03331nab a2200469 i 4500 =001 JTE103337 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103337$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103337$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA4755.P58 =082 04$a620.192$223 =100 1\$aJiang, Zhao-Hui,$eauthor. =245 10$aCharacterization of Carbon Black Particles Dispersion in Polymeric Matrix by Indirect Methods /$cZhao-Hui Jiang, Jian Jin, Chang-Fa Xiao, Xin Li, Ling-Xi Kong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aPolypropylene (PP)/carbon black (CB) films were prepared via a two-step masterbatch (MB) dilution technique, by the aid of dynamic mixer following two single-screw extruders. The films were quantitatively characterized by color difference (CD), blackness and thermogravimetric analysis (TGA) methods. In the paper, the CD was numerically expressed by CD values. Furthermore, the CD values of films follow quasi-normal distribution as tested by the skewness-kurtosis method. The test of significance confirms the CD values of films are <=1 NBS (U.S. National Bureau of Standards), which demonstrates CB particles were mixed uniformly in their polymeric matrix. The CD values (quantification) and grey card series (GS, qualification) conform to certain mathematical equation: when CD<=3.4,GS=5-CD/1.7; when CD>3.4, GS=5-lg(CD/0.85)/lg2. In addition, in order to evaluate comprehensively the mixing effect, blackness and TGA method were also employed. With the increment of CB content, the blackness of films increases, which infers that the color difference due to mixing effect of CB particles should be indirectly expressed by blackness. TGA method characterizes mixing uniformity by comparing discrepancy of ash content between films. The results indicate that the films with low CB content have a good mixing effect, while high CB content is unfavorable to decreasing the error of the TGA method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarbon Black. =650 \0$aPolymeric Matrix. =650 \0$aPolymers. =700 1\$aJin, Jian,$eauthor. =700 1\$aXiao, Chang-Fa,$eauthor. =700 1\$aLi, Xin,$eauthor. =700 1\$aKong, Ling-Xi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103337.htm =LDR 03345nab a2200565 i 4500 =001 JTE102891 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102891$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102891$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH7687.78 =082 04$a697.9/312$223 =100 1\$aBansal, Prem Pal,$eauthor. =245 10$aEffect of Initial Stress Levels on Strength Parameters of Reinforced Concrete Beams Retrofitted Using Ferrocement Jackets /$cPrem Pal Bansal, Maneek Kumar, S. K. Kaushik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aFerrocement jackets and sheets can be used for local rehabilitation and retrofitting of structures due to their high tensile strength, light weight, overall economy, water tightness, and ease of application. In the present paper the effects of number of layers of wire mesh in the ferrocement jackets, type of section (balanced or under reinforced) and initial stress level on the strength of retrofitted stressed reinforced cement concrete beams have been studied. The results show that there is higher increase in the maximum load, safe load carrying capacity, ductility and toughness for beams with three layers woven wire mesh ferrocement jackets as compared to beams reinforced with two layers of woven wire mesh. It is further seen that the percentage improvement in above properties decreases with increase in initial stress level and change in type of section from under reinforced to balanced. Subsequently an analytical model, based on principles of compatibility of strain and equilibrium of forces, has been presented to predict the safe and maximum load carrying capacity. It is found that predicted safe and maximum load carrying capacities are within 5 % of the experimental one. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJackets. =650 \0$aStressed. =650 \0$aFerrocement. =650 \0$aRetrofitting. =650 \0$aReinforced concrete. =650 \0$aBeams. =650 \0$aStress. =650 14$aRetrofitting. =650 24$aJackets. =650 24$aFerrocement. =650 24$aBeams. =650 24$aReinforced concrete. =650 24$aStressed. =700 1\$aKumar, Maneek,$eauthor. =700 1\$aKaushik, S. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102891.htm =LDR 03233nab a2200577 i 4500 =001 JTE103313 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103313$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103313$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA780 =082 04$a624.154$223 =100 1\$aLiu, Jinyuan,$eauthor. =245 10$aOptical Measurement of Sand Deformation around a Laterally Loaded Pile /$cJinyuan Liu, Bingxiang Yuan, Van Thien Mai, Ralph Dimaano. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA sand displacement field around a laterally loaded pile is measured using an image processing technique called digital image correlation. An optical system consisting of a camera, a loading frame, and a computer is developed to capture soil movement during laterally loading the pile. Two images, before and after a deformation, are used to calculate the soil displacement field. Two kinds of piles are used in the tests: one squared-section pile and the other a circular one. Dry loose sand samples are used to simplify the problem. The displacement and strain fields obtained in this study are similar to the ones reported from the field. A trapezoidal strain wedge is measured in sand in front of the laterally loaded pile. The strain wedge develops from the pile edges. The failure planes form an angle with the horizontal, which varies between approximately two-thirds of the frictional angle of soil for the square pile and three-fourths for the circular pile. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aScaled model. =650 \0$aSoil deformation. =650 \0$aLaterally loaded pile. =650 \0$aDigital image correlation. =650 \0$aSoil-structural interaction. =650 \0$aSoil liquefaction. =650 \0$aPiling. =650 14$aLaterally loaded pile. =650 24$aScaled model. =650 24$aDigital image correlation. =650 24$aParticle image velocimetry. =650 24$aSoil deformation. =650 24$aSoil-structural interaction. =700 1\$aYuan, Bingxiang,$eauthor. =700 1\$aMai, Van Thien,$eauthor. =700 1\$aDimaano, Ralph,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103313.htm =LDR 03147nab a2200529 i 4500 =001 JTE103427 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103427$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103427$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.15136$223 =100 1\$aYuan, Junping,$eauthor. =245 10$aLaboratory Study on Soil Shear Stiffness and Strength Under Unloading Conditions /$cJunping Yuan, Hoang Viet Nguyen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn excavated earth structures (e.g., deep excavation, cut slope, and underground construction etc.) unloading is the most predominant factor that affects the behavior of soil mass. However in engineering practice, the influence of unloading factor has not been really considered. For example, the soil shear strength characteristics are often investigated from the conventional triaxial shear test, consequently it leads to some doubts when applying the shear strength properties under loading condition to analyze the stability and displacement problem of unloading cases. In this study, a comparison of soil shear deformation and strength between loading and unloading conditions was carried out, which was based on two series of tests for remoulded clay conducted on the Advanced Stress Path Triaxial Testing System. The test results showed that the unloading factor affects soil behaviour significantly. The differences in friction angle, collapsibility, excess pore-water pressure, and shear modulus during shear under unloading condition are remarkable from under loading condition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUnloading. =650 \0$aStress controlled. =650 \0$aTriaxial shear test. =650 \0$aShear strength. =650 \0$aShear stiffness. =650 \0$aShear strength of soils. =650 14$aShear strength. =650 24$aShear stiffness. =650 24$aUnloading. =650 24$aStress controlled. =650 24$aTriaxial shear test. =700 1\$aNguyen, Hoang Viet,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103427.htm =LDR 03262nab a2200517 i 4500 =001 JTE103428 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103428$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103428$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a625.7/32$223 =100 1\$aLai, Jiunnren,$eauthor. =245 10$aEvaluating the Compaction Quality of Backfills by Stress Wave Velocities /$cJiunnren Lai, Shengmin Wu, Chih-Hung Chiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aIn engineering practices, sand-cone tests are usually performed to assess the compaction quality of backfilled materials of highway embankments or earth dams. However, performing the sand-cone test is time consuming and can only obtain the physical but not the engineering properties of backfills. The objective of this paper is to investigate the feasibility of evaluating the compaction quality of backfills using stress wave propagation velocities. To achieve this goal, a backfill material with low plasticity used in the earth dam of the Hushan Reservoir in Taiwan was collected and tested. The calibration curves for the relationship among moisture content, dry density, and stress wave velocities were obtained. In order to verify the validity of the laboratory calibration curves, field tests were also performed on a trial embankment at the site of the reservoir. Comparing with values measured in the field using the traditional sand-cone test, the proposed method underestimates the water content and overestimates the dry density of the compacted backfills. The resulting error is less than 10 %. It is thus concluded that the proposed method is a promising tool for the evaluation of the compaction quality of backfills. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompaction. =650 \0$aStress wave velocity. =650 \0$aDry density. =650 \0$aMoisture content. =650 \0$aMeasuring instruments. =650 14$aCompaction. =650 24$aDry density. =650 24$aMoisture content. =650 24$aStress wave velocity. =700 1\$aWu, Shengmin,$eauthor. =700 1\$aChiang, Chih-Hung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103428.htm =LDR 02617nab a2200553 i 4500 =001 JTE103178 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103178$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103178$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.15.S25 =082 04$a553.6/22$223 =100 1\$aHafsaoui, Abdellah,$eauthor. =245 10$aInstrumented Model Rock Blasting /$cAbdellah Hafsaoui, Korichi Talhi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aLiterature review information and model scale rock blasting tests have been utilized to study the effects of some blast and fragmentation parameters on peak p-wave stress. A method for modeling scale blasting in sandstone blocks with dimensions of 515x335x215 mm3 has been studied and the results from a blast experiment instrumented with a pressure gauge are given. The dynamic and static properties of the sandstone are also given. The instrumented tests in such blocks using pressure gauges and the effects of blast and fragmentation parameters on peak p-wave stress are studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBorehole. =650 \0$aStress wave. =650 \0$aModel blasting. =650 \0$aBlasting operation. =650 \0$aSandstone. =650 \0$aSand. =650 \0$aRock mechanics. =650 14$aSandstone. =650 24$aBlasting operation. =650 24$aModel blasting. =650 24$aBorehole. =650 24$aStress wave. =650 24$aRock mechanics. =700 1\$aTalhi, Korichi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103178.htm =LDR 03539nab a2200577 i 4500 =001 JTE103391 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103391$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103391$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.3 =082 04$a552/.5$223 =100 1\$aYan, Jun,$eauthor. =245 10$aEnergy-Based Method for Analyzing the Collapse Characteristics of Silt Subjected to Changes of Principal Stress Orientation /$cJun Yan, Yang Shen, Guofa Huang, Gui Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aWhen soils are subjected to dynamic loadings, their stress states not only alter in stress ratios but also in principal stress orientations cyclically. Under these complicated stress paths the pore water pressure of soils may develop to the level of liquefaction even at a relatively low shear stress ratio. Therefore, to investigate the characteristics of pore water pressure buildup under such stress paths, a series of experiments were conducted with hollow cylinder apparatus. The samples are saturated silt from the sea entrance of Yangtze River with the relative densities of 70 and 30 %. The tests employed three kinds of cyclic loading schemes including changes of principal stress orientation (i.e., cyclic triaxial, torsion shear, and principal stress rotation tests). According to the testing results, the dissipation energy (accumulated shear work per unit volume) was calculated for each sample. It was found that the influences of cyclic stress ratio, frequency, relative density and cyclic stress path on the pore water pressure buildup were analyzed. In light of the concept of collapse, the collapse energy was proposed as a dynamic strength criterion. Subsequently, an energy-based pore water pressure model was proposed, whose parameters could reflect the collapse energy and rate of pore water pressure buildup. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnergy. =650 \0$aCollapse. =650 \0$aDynamic strength. =650 \0$aPore water pressure. =650 \0$aSilt. =650 \0$aSediment compaction. =650 \0$aStress orientation. =650 14$aSilt. =650 24$aPrincipal stress orientation. =650 24$aEnergy. =650 24$aCollapse. =650 24$aPore water pressure. =650 24$aDynamic strength. =700 1\$aShen, Yang,$eauthor. =700 1\$aHuang, Guofa,$eauthor. =700 1\$aYang, Gui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103391.htm =LDR 03270nab a2200541 i 4500 =001 JTE103730 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103730$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103730$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA403.3 =082 04$a515.2433$223 =100 1\$aArumugam, V.,$eauthor. =245 12$aA Global Method for the Identification of Failure Modes in Fiberglass Using Acoustic Emission /$cV. Arumugam, C. Suresh Kumar, C. Santulli, F. Sarasini, A. Joseph Stanley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThe various failure mechanisms in bidirectional glass/epoxy laminates loaded in tension are identified using acoustic emission (AE) analysis. AE data recorded during the tensile testing of a single layer specimen are used to identify matrix cracking and fiber failure, while delamination signals are characterized using a two-layer specimen with a pre-induced defect. Parametric studies using AE count rate and cumulative counts allowed damage discrimination at different levels of loading and Fuzzy C-means clustering associated with principal component analysis were used to discriminate between failure mechanisms. The two above methods led to AE waveform selection: On selected waveforms, Fast Fourier Transform (FFT) enabled calculating the frequency content of each damage mechanism. Continuous wavelet transform allowed identifying frequency range and time history for failure modes, whilst noise content associated with the different failure modes was calculated and removed by discrete wavelet transform. Short Time FFT finally highlighted the possible failure mechanism associated with each signal. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustic emission. =650 \0$aWavelet analysis. =650 \0$aFailure modes. =650 \0$aPattern recognition. =650 14$aGFRP. =650 24$aFailure modes. =650 24$aAcoustic emission. =650 24$aPattern recognition. =650 24$aWavelet analysis. =700 1\$aKumar, C. Suresh,$eauthor. =700 1\$aSantulli, C.,$eauthor. =700 1\$aSarasini, F.,$eauthor. =700 1\$aStanley, A. Joseph,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103730.htm =LDR 03085nab a2200493 i 4500 =001 JTE103432 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103432$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103432$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.7/32$223 =100 1\$aCui, Xinzhuang,$eauthor. =245 10$aDevelopment and Calibration of an Electronic Miniature Cone Penetrometer for Design of Small Piles in Silty Clays /$cXinzhuang Cui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aFor the design of shallowly embedded small size pile under lateral load, a new kind of electronic miniature cone penetrometer is developed. And a novel mini calibration chamber is also designed to form homogeneous soil specimens for miniature cone penetration test (MCPT) in laboratory. A series of MCPTs and pile loading tests in silty clay are carried out. For silty clay, penetration curve has no correlation with cone angles within the tested range of 19° to 32°. The initial segment of penetration curve is linear for silty clay. However, the cone tip resistance tends to be stable when the cone is penetrated to a certain depth. It is implied that the critical depth effect occurs for MCPT of silty clay. For silty clay, the critical depth effect is caused by different soil failure mechanisms under different confining pressures. The lateral bearing capacity and stiffness of small size pile are all directly related to the ultimate cone tip resistance of soil. It is concluded that the miniature cone penetrometer is an effective apparatus for the design of small size shallowly embedded pile. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmall size pile. =650 \0$aMini calibration chamber. =650 \0$aCone penetrometer. =650 \0$aPenetrometers. =650 \0$aSoil penetration test. =650 14$aMiniature cone penetrometer. =650 24$aMCPT. =650 24$aMini calibration chamber. =650 24$aSmall size pile. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103432.htm =LDR 03378nab a2200529 i 4500 =001 JTE103446 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103446$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103446$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGF21 =082 04$a304.2$223 =100 1\$aZhang, Qian,$eauthor. =245 10$aCT Image Entropy Analysis Technique for the Determination of Damage to Indirect Tensile Test of Asphalt Mixtures /$cQian Zhang, Juan Ma, Yan Bai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis study identifies how the microstructure system of asphalt mixture is influenced by moisture and the Indirect Tensile Test (IDT) using digital image analysis methods. Concepts such as digital image segmentation technology, CT (Computer Tomography) value, grey scale of the image, edge detection, and entropy are introduced and incorporated to describe the image characteristics. The impact of moisture and the IDT test on the mixture is analyzed on 24 scanning sections of two specimens. Two moisture conditions are designed to treat the specimens separately before the indirect tension test according to the specification. The original internal structures of the specimens and the corresponding internal structures after the IDT test are obtained through CT scanning. An edge detection process is conducted to find the micro point contact between the binder and the aggregate using a Laplacian arithmetic operator. Differences in the destruction degree of different moisture conditions in IDT are shown through image entropy calculation. A statistical hypothesis test method, the Student t-test, is introduced to examine the significance of the calculation results. From the viewpoint of statistics, the test and calculation results of the 24 sections of the two specimens are of representative significance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aHighway engineering. =650 \0$aEntropy. =650 \0$aHuman ecology$xPhilosophy. =650 \0$aCT image. =650 14$aHighway engineering. =650 24$aEntropy. =650 24$aCT image. =650 24$aAsphalt mixture. =650 24$aIndirect tensile test (IDT) =700 1\$aMa, Juan,$eauthor. =700 1\$aBai, Yan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103446.htm =LDR 03561nab a2200553 i 4500 =001 JTE103603 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103603$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103603$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE211 =082 04$a624.15136$223 =100 1\$aHossain, Zahid,$eauthor. =245 10$aEvaluation of Mechanistic-Empirical Design Guide Input Parameters for Resilient Modulus of Subgrade Soils in Oklahoma /$cZahid Hossain, Musharraf Zaman, Curtis Doiron, Pranshoo Solanki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aResilient modulus (Mr) of subgrade soil is a key input parameter in all three hierarchical levels of the new mechanistic-empirical pavement design guide (MEPDG). A successful implementation of the MEPDG requires a comprehensive evaluation of Mr database(s) for local subgrade soils and its assessment to determine desired input parameters. To this end, a database containing subgrade Mr values, index properties, standard Proctor, and unconfined compressive strengths for 712 soil samples from 39 different counties in Oklahoma was developed. A total of five stress-based regression models were evaluated using a statistical software package ("SPSS," Version 17), and material constants (k1, k2, and k3) for these soils, categorized in accordance with the American Association of State Highway and Transportation Officials Classification system, were determined. The goodness of fit and the significance of these models were ranked with respect to their R2 and F values, respectively; the MEPDG recommended octahedral model was found to outperform the others. Furthermore, reasonably good correlations of material constants with routine soil properties were established for Level 2 analysis and design. Typical Mr values of common Oklahoma soils for Level 3 analysis and design were also estimated. The findings of this study are expected to help the implementation of the MEPDG in Oklahoma. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDatabase. =650 \0$aCorrelation. =650 \0$aRegression modeling. =650 \0$aSubgrade. =650 \0$aSubgrade Soils. =650 \0$aSubgrade materials. =650 14$aMEPDG. =650 24$aSubgrade. =650 24$aRegression modeling. =650 24$aDatabase. =650 24$aCorrelation. =700 1\$aZaman, Musharraf,$eauthor. =700 1\$aDoiron, Curtis,$eauthor. =700 1\$aSolanki, Pranshoo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103603.htm =LDR 03627nab a2200553 i 4500 =001 JTE103392 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103392$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103392$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA680 =082 04$a624.1/8341$223 =100 1\$aMinelli, Fausto,$eauthor. =245 12$aA New Round Panel Test for the Characterization of Fiber Reinforced Concrete :$bA Broad Experimental Study /$cFausto Minelli, Giovanni Plizzari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aStandard test methods for determining the mechanical properties of Fiber Reinforced Concrete (FRC) are properly defined if they reproduce the actual structural behavior. Among many proposals, a round panel test seems to have all potentials to become an easy-to-use tool and, at the same time, a reliable procedure for the characterization of FRC, in terms of toughness and the post-cracking constitutive cohesive law. A new geometry for the round panel test is herein proposed and discussed in order to make the panel easier to place, handle, and test, therefore avoiding one of the major drawbacks that limit an extensive utilization of the panel test. A comparison between different test typologies for characterizing FRC is reported and discussed in the present paper, with special emphasis on the different scatter that each test produces. Tests are performed on beams as well as on panels. All specimens herein compared have the same concrete mechanical properties and fiber content. The aim of the experimental investigation is to critically discuss the advantages and disadvantages of each testing procedure, focusing on the applicability of the method and on the reliability of results toward a consistent characterization of the structural behavior. Suitable correlations among the different fracture and energy parameters defined in the standards considered are finally reported, and the results are very useful for harmonizing the available standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aRound panel. =650 \0$aStandard test method. =650 \0$aFiber reinforced concrete. =650 \0$aFRC mechanical properties. =650 \0$aFiber reinforced. =650 \0$aPolymers. =650 \0$aConcrete. =650 14$aStandard test method. =650 24$aFiber reinforced concrete. =650 24$aRound panel. =650 24$aFracture. =650 24$aFRC mechanical properties. =700 1\$aPlizzari, Giovanni,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103392.htm =LDR 03486nab a2200553 i 4500 =001 JTE103641 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103641$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103641$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA277.3 =082 04$a519.5/6$223 =100 1\$aPearn, W. L.,$eauthor. =245 10$aProcess Capability Evaluation for Square Bumps with Mean Shift /$cW. L. Pearn, H. N. Hung, Y. T. Tai, H. H. Hou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aProcess capability indices have been widely used in manufacturing industries to provide numerical measures of process potential and performance. In in-plant applications, some inevitable process mean shift may be undetected when the statistical process control charts are applied, particularly, in the bumping process for square bumps. Bothe in 2002 provided a statistical reason for considering such a shift in the process mean to accommodate the undetected mean shifts for normally distributed processes when evaluating process capability. In this paper, we consider a bumping process for square bumps in which the data can be formulated as a non-central chi-square distribution, a class of non-normal distributions. To evaluate the popular yield-based process capability Cpk more accurately, we accommodate the magnitudes of undetected mean shifts using the modified capability evaluation formula and tabulate the detection powers under various subgroup sizes and non-central chi-square parameters. Based on the modified process capability evaluation, we can provide a more reliable process capability evaluation of capability index Cpk for square bumps and make more correct decisions. For illustration purpose, a real application in a bumping factory which is located on the Science-based Industrial Park in Hsinchu, Taiwan, is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMean shift. =650 \0$aSquare bump. =650 \0$aStability control. =650 \0$aChi-square test. =650 \0$aNon-central chi-square. =650 \0$aProcess capability evaluation. =650 14$aSquare bump. =650 24$aProcess capability evaluation. =650 24$aNon-central chi-square. =650 24$aMean shift. =650 24$aStability control. =700 1\$aHung, H. N.,$eauthor. =700 1\$aTai, Y. T.,$eauthor. =700 1\$aHou, H. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103641.htm =LDR 04382nab a2200541 i 4500 =001 JTE103472 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103472$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103472$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1892 =082 04$a678/.27$223 =100 1\$aAnbazhagan, P.,$eauthor. =245 10$aCharacterization of Clean and Fouled Rail Track Ballast Subsurface Using Seismic Surface Survey Method :$bModel and Field Studies /$cP. Anbazhagan, Indraratna Buddhima, G. Amarajeevi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aThe efficiency of track foundation material gradually decreases due to insufficient lateral confinement, ballast fouling, and loss of shear strength of the subsurface soil under cyclic loading. This paper presents characterization of rail track subsurface to identify ballast fouling and subsurface layers shear wave velocity using seismic survey. Seismic surface wave method of multi-channel analysis of surface wave (MASW) has been carried out in the model track and field track for finding out shear wave velocity of the clean and fouled ballast and track subsurface. The shear wave velocity (SWV) of fouled ballast increases with increase in fouling percentage, and reaches a maximum value and then decreases. This character is similar to typical compaction curve of soil, which is used to define optimum and critical fouling percentage (OFP and CFP). Critical fouling percentage of 15 % is noticed for Coal fouled ballast and 25 % is noticed for clayey sand fouled ballast. Coal fouled ballast reaches the OFP and CFP before clayey sand fouled ballast. Fouling of ballast reduces voids in ballast and there by decreases the drainage. Combined plot of permeability and SWV with percentage of fouling shows that after critical fouling point drainage condition of fouled ballast goes below acceptable limit. Shear wave velocities are measured in the selected location in the Wollongong field track by carrying out similar seismic survey. In-situ samples were collected and degrees of fouling were measured. Field SWV values are more than that of the model track SWV values for the same degree of fouling, which might be due to sleeper's confinement. This article also highlights the ballast gradation widely followed in different countries and presents the comparison of Indian ballast gradation with international gradation standards. Indian ballast contains a coarser particle size when compared to other countries. The upper limit of Indian gradation curve matches with lower limit of ballast gradation curves of America and Australia. The ballast gradation followed by Indian railways is poorly graded and more favorable for the drainage conditions. Indian ballast engineering needs extensive research to improve presents track conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBallast. =650 \0$aRailway track. =650 \0$aShear wave velocity. =650 \0$aFouling. =650 \0$aInjection molding of plastics. =650 \0$aGradation. =650 14$aRailway track. =650 24$aBallast. =650 24$aGradation. =650 24$aFouling. =650 24$aShear wave velocity. =700 1\$aBuddhima, Indraratna,$eauthor. =700 1\$aAmarajeevi, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103472.htm =LDR 03214nab a2200601 i 4500 =001 JTE103702 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103702$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103702$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPS3569.M5177 =082 04$a813/.54$223 =100 1\$aSariisik, A.,$eauthor. =245 10$aSlip Safety Analysis of Differently Surface Processed Dimension Marbles /$cA. Sariisik, H. Akdas, G. Sariisik, G. Coskun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe present work attempts to determine the most suitable surface processing techniques to reduce the slipping risk of pedestrians while walking barefoot and wearing shoes on marble coverings. In this study, slip angles of surface-processed marbles in different plate dimensions have been determined by using DIN EN 51097, DIN EN 51130, and TS EN 14231 Standards "The determination of the characteristics that reduce slipping on wet, barefoot surfaces." Slip angles and surface slip resistances have been determined by using ramp test equipment and pendulum method on five different types of classified marbles applied polishing and honing surface processing techniques. It was found that the parameters which affected slip resistance and slip angle values of the marbles were plate size and the applied surface processing techniques. The marbles were then grouped according to safe utilization places depending on slip angles and slip resistances, according to the statistical results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRamp test. =650 \0$aSlip angle. =650 \0$aSlip safety. =650 \0$aPendulum method. =650 \0$aSlip resistance. =650 \0$aMarble. =650 \0$aSurface processing. =650 \0$aMarble industry and trade. =650 14$aMarble. =650 24$aSlip safety. =650 24$aSlip angle. =650 24$aSlip resistance. =650 24$aRamp test. =650 24$aPendulum method. =650 24$aSurface processing. =700 1\$aAkdas, H.,$eauthor. =700 1\$aSariisik, G.,$eauthor. =700 1\$aCoskun, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103702.htm =LDR 03676nab a2200529 i 4500 =001 JTE103484 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103484$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103484$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aPunith, V. S.,$eauthor. =245 10$aEffects of Moist Aggregates on the Performance of Warm Mix Asphalt Mixtures Containing Non-Foaming Additives /$cV. S. Punith, Feipeng Xiao, Serji N. Amirkhanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe objective was to conduct a laboratory investigation of moisture susceptibility and rutting resistance of non-foaming warm mix asphalt (WMA) mixtures containing moist aggregates. Gyration number and weight loss of various samples, indirect tensile strength (ITS), tensile strength ratio (TSR), rut depths of dry and moisture conditioned specimens, as well as failed temperatures and rutting factors of recovered binders were measured for all mixtures. The experimental design included two aggregate moisture contents (0 and ~0.5 % by weight of the dry mass of the aggregate), two lime contents (1 and 2 % lime by weight of dry aggregate) and one liquid anti-stripping agent (ASA), three non-foaming WMA additives (Cecabase®, Evotherm®, and Rediset®) with control, and two aggregate sources. A total of 34 mixtures were designed and a total of 340 specimens were tested in this study. The test results indicated that the aggregate source significantly affects the ITS and rutting resistance regardless of the WMA additive, ASA, and moisture content. In addition, the ITS and rut depth of the non-foaming WMA mixtures containing moist aggregates generally satisfied the demand of pavement without additional treatment. The mixtures with three WMA additives exhibited similar rutting resistance under dry and wet conditions. The liquid ASA, used in this study, for moisture resistance is not recommended to use in WMA mixtures containing moist aggregates as the aggregate is sensitive to moisture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting resistance. =650 \0$aTensile strength ratio. =650 \0$aMoisture susceptibility. =650 \0$aWarm mix asphalt. =650 \0$aWarm mix paving mixtures. =650 \0$aEnvironment friendly asphalt mixture. =650 14$aWarm mix asphalt. =650 24$aTensile strength ratio. =650 24$aMoisture susceptibility. =650 24$aRutting resistance. =700 1\$aXiao, Feipeng,$eauthor. =700 1\$aAmirkhanian, Serji N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103484.htm =LDR 02665nab a2200565 i 4500 =001 JTE12405J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12405J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12405J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.154$223 =100 1\$aZhou, L.,$eauthor. =245 10$aOn the Recovery Coefficient and Parameter Selection for a New Type of Disk Spring Pile Cap /$cL. Zhou, J. Chen, X. Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe use of the disk spring pile cap, consisting of a contained group of several stacked disks, because of its high spring constant and high recovery coefficient, can raise pile driving construction efficiency. In order to reach the optimum effect, however, the proper spring arrangement in the stack, the proper composite spring stiffness, and the proper spring recovery coefficient must be selected. The authors have carred out an optimization analysis of these disk spring parameters in order to find the most appropriate set for effective pile driving under given conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOptimization. =650 \0$aSpring stiffness. =650 \0$aDisk spring pile cap. =650 \0$aRecovery coefficient. =650 \0$aPiles (Supports) =650 \0$aPile driving. =650 \0$aPile foundations. =650 \0$aPile Cap. =650 14$aDisk spring pile cap. =650 24$aPile driving. =650 24$aRecovery coefficient. =650 24$aSpring stiffness. =650 24$aOptimization. =700 1\$aChen, J.,$eauthor. =700 1\$aZhou, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12405J.htm =LDR 03354nab a2200541 i 4500 =001 JTE12404J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12404J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12404J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP334 =082 04$a612.97$223 =100 1\$aChaput, MP.,$eauthor. =245 10$aEvaluation of Powdered Latex Medical Gloves Using ASTM D 6124-00 /$cMP. Chaput, AB. Margolin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aNatural rubber latex proteins are recognized as a cause of Type I (Immediate Type Hypersensitivity) reaction in some individuals who have been exposed to latex devices. Residual former-release, stripping, and/or donning powders have been found to carry these allergenic proteins into the air during handling and use. Exposure to airborne glove powder contaminated with latex allergens is known to provoke respiratory allergic symptoms in latex-sensitized individuals and may make it difficult for these individuals to continue working in jobs involving such exposure. The Food and Drug Administration has proposed a maximum level of 120 mg of donning powder/particulates per glove on powdered gloves. A survey was conducted to determine current powder levels on commercially available powdered latex patient examination gloves and surgeons' gloves. Ninety-seven samples of powdered latex medical gloves representing 32 different brands produced by foreign and domestic manufacturers for the U.S. market were evaluated for residual powders per glove by ASTM D 6124-00, Standard Test Method for Residual Powder on Medical Gloves. Powder levels ranged from 37 to 260 mg per glove for patient examination gloves and 30 to 513 mg per glove for surgeons' gloves. Of the gloves tested, 55.7% met the new maximum powder guidelines. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLatex allergy. =650 \0$aHealth care workers. =650 \0$aMaximum powder limits. =650 \0$aPowdered medical gloves. =650 \0$aGrip strength$xEvaluation. =650 \0$aGloves$xTesting. =650 \0$aEvaluation. =650 14$aPowdered medical gloves. =650 24$aLatex allergy. =650 24$aHealth care workers. =650 24$aMaximum powder limits. =650 24$aASTM D 6124. =700 1\$aMargolin, AB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12404J.htm =LDR 02285nab a2200421 i 4500 =001 JTE12406J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12406J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12406J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aRushforth, RJ.,$eauthor. =245 10$aReview of Design Experiments Using the Taguchi Approach :$b16 Steps to Product and Process Improvement /$cRJ. Rushforth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe purpose of the book is to help practicing engineers learn to y Taguchi experimental design techniques through the use of ry, step-by-step applications of concepts, and an introduction he Qualitek-4. software. Common manufacturing floor language sed to make the book understandable by technicians, engineers, managers. Equations are reduced in the text to further litate understanding. The book accomplishes this task and is a readable book. The reader, however, should be alert for occasional graphical errors in the text and calculations, which are always obvious. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12406J.htm =LDR 03027nab a2200589 i 4500 =001 JTE12397J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12397J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12397J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a620.1/1230151825$223 =100 1\$aCarmona, R.,$eauthor. =245 10$aAccurate Measurement of Flow Stress Curves at High Temperatures for Low Strain Ranges /$cR. Carmona, AJ. Lacey, JH. Beynon, CM. Sellars. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe present paper reports a comparison of flow stresses obtained by tension, plane strain compression, and axisymmetric compression testing in different machines with or without extensometers in the gage length section. Flow stress curves obtained from different test systems suggest machine and specimen geometry dependence, when the strain is computed based on gross specimen deformation. Finite element simulations give some insight into the interpretation and use of each mechanical testing technique, revealing the distribution of the strain field in each case. The results show that careful calibration of every testing machine and, in some cases, finite element modeling of the tests, are essential to give a similar curve for the same nominal deformation conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmall strain. =650 \0$aAluminum alloys. =650 \0$aTensile testing. =650 \0$aHigh temperature. =650 \0$aFinite element modeling. =650 \0$aFinite element method. =650 \0$aStress-strain curves. =650 14$aHigh temperature. =650 24$aTensile testing. =650 24$aAxisymmetric compression testing. =650 24$aPlane strain compression testing. =650 24$aSmall strain. =650 24$aFinite element modeling. =650 24$aAluminum alloys. =700 1\$aLacey, AJ.,$eauthor. =700 1\$aBeynon, JH.,$eauthor. =700 1\$aSellars, CM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12397J.htm =LDR 03069nab a2200577 i 4500 =001 JTE12401J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12401J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12401J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a620$223 =100 1\$aSingh, DN.,$eauthor. =245 10$aApplication of a Geotechnical Centrifuge for Estimation of Unsaturated Soil Hydraulic Conductivity /$cDN. Singh, SJ. Kuriyan, V. Madhuri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aContamination of the groundwater regime and subsurface soils is one of the major problems that has arisen due to rapid industrialization. Spread of contaminants in the unsaturated soil strata, mainly close to the ground surface and lying above the water table, depends on the hydraulic conductivity of the soil. As such, estimation of unsaturated soil hydraulic conductivity becomes very important. However, it is quite difficult to estimate the same in a reasonable amount of time, due to the very low hydraulic conductivity of unsaturated soil. The potential of a geotechnical centrifuge for modeling various geoenvironmental engineering problems being very well established, an effort has been made to obtain the unsaturated state of a silty soil, starting from its saturated state, by centrifugation. The soil water characteristic curves obtained have been used for determining the unsaturated soil hydranlic conductivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilty soil. =650 \0$aSaturated soil. =650 \0$aUnsaturated soil. =650 \0$aCentrifuge modeling. =650 \0$aHydraulic conductivity. =650 \0$aZonal centrifuge. =650 \0$aSoil piping (Hydrology) =650 \0$aSeepage. =650 \0$aErosion. =650 14$aSilty soil. =650 24$aSaturated soil. =650 24$aUnsaturated soil. =650 24$aHydraulic conductivity. =650 24$aCentrifuge modeling. =700 1\$aKuriyan, SJ.,$eauthor. =700 1\$aMadhuri, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12401J.htm =LDR 03772nab a2200589 i 4500 =001 JTE12399J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12399J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12399J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL285 =082 04$a629.28$223 =100 1\$aPapagiannakis, AT.,$eauthor. =245 10$aLaboratory and Field Evaluation of Piezoelectric Weigh-in-Motion Sensors /$cAT. Papagiannakis, EC. Johnston, S. Alavi, JA. Mactutis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThis paper presents the results of the laboratory and field evaluation of the piezoelectric weigh-in-motion (WIM) sensors of two manufacturers, namely Vibracoax (VC) and Measurements Specialties Incorporated (MSI). The laboratory evaluation involved fatigue testing of two sensor types for each manufacturer, one factory-encapsulated and the other bare. The fatigue testing involved three contact stresses as well as dry and wet conditions. Significant sensor fatigue was experienced only under wet conditions. The field evaluation of these sensors was carried in both asphalt concrete (AC) and Portland concrete (PC) installations. The facilities at Nevada's WesTrack and at a CalTrans Heavy Vehicle Simulator site were used, respectively. All sensors exhibited high raw signal precision at any given time. Raw signal amplitude seemed to depend on temperature for the sensors installed in the AC pavement. For increasing pavement temperature, the raw signal amplitude of the VC sensors decreased, while that of the MSI sensors increased. The signal-to-noise ratio of the raw signal increased with increasing temperature for the sensors installed in the AC pavement. WIM load measurement precision and sensitivity to temperature varied between sensors. The poor load precision of some of the sensors was attributed to the load calculation algorithm in the WIM data acquisition system, rather than to sensor malfunctioning. During the period of the field tests, no consistent changes in WIM axle load measurements were observed that could be attributed to piezoelectric sensor fatigue. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aPrecision. =650 \0$aRaw signal. =650 \0$aPiezoelectric. =650 \0$aWeigh-in-motion. =650 \0$aMotor vehicles$xElectronic equipment. =650 \0$aMotor vehicles$xTesting$xEquipment and supplies. =650 \0$aAutomotive sensors. =650 14$aPiezoelectric. =650 24$aWeigh-in-motion. =650 24$aRaw signal. =650 24$aLoad. =650 24$aFatigue. =650 24$aPrecision. =700 1\$aJohnston, EC.,$eauthor. =700 1\$aAlavi, S.,$eauthor. =700 1\$aMactutis, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12399J.htm =LDR 02653nab a2200541 i 4500 =001 JTE12403J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12403J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12403J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS195.8 =082 04$a688.8$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aPackaging Specifications for Corrugated Boxes with Heavy Flowable Products in Single Parcel Shipments /$cSP. Singh, G. Burgess, S. Pratheepthinthong, J. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis study investigated the corrugated board specifications that are recommended in the Fibre Board Association Handbook as part of Item 222 of the National Motor Freight Classification for shipping flowable items such as nuts and bolts using the single parcel shipping environment (UPS, FedEx, USPS). The study found that the existing specifications are greatly insufficient to contain these types of products in this environment. The study recommends to double the requirements for bursting strength when such items need to be shipped in the single parcel environment and to limit the maximum package weight to 40 lb. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBoxes. =650 \0$aPackage. =650 \0$aHeavy products. =650 \0$aContainers$xTesting. =650 \0$aPackaging$xTesting. =650 \0$aShipping. =650 14$aPackage. =650 24$aBoxes. =650 24$aHeavy products. =650 24$aShipping. =700 1\$aBurgess, G.,$eauthor. =700 1\$aPratheepthinthong, S.,$eauthor. =700 1\$aSingh, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12403J.htm =LDR 02649nab a2200553 i 4500 =001 JTE12402J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12402J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12402J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aGomez, JT.,$eauthor. =245 10$aStatic and Dynamic Behavior of Damaged Concrete and Granite in Compression /$cJT. Gomez, A. Shukla. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aStatic and dynamic compression experiments were performed on concrete and granite specimens with various levels of induced damage. Damage was induced into the specimens by repeated impacts from a falling weight and quantified as a measure of damage crack surface area per volume using a statistical microscopy technique. The static experiments were performed following ASTM standard procedures. The static compressive strength of both materials decreased with increasing levels of damage. The reduction in strength is due to the induced damage causing the activation and propagation of failure cracks in the specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aGranite. =650 \0$aConcrete. =650 \0$aAsphalt concrete. =650 \0$aAsphalt emulsion mixtures. =650 \0$aBituminous pavements. =650 \0$aBituminous aggregates. =650 \0$aMoisture damage. =650 14$aDynamic compressive strength. =650 24$aStatic compressive strength. =650 24$aDamage. =650 24$aConcrete. =650 24$aGranite. =700 1\$aShukla, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12402J.htm =LDR 03066nab a2200637 i 4500 =001 JTE12398J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12398J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12398J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a620.1/1230151825$223 =100 1\$aIchinose, K.,$eauthor. =245 10$aYield Strength in Relation to Cyclic Loading /$cK. Ichinose, K. Fukuda, K. Gomi, K. Taniuchi, M. Sano. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe yielding phenomenon under cyclic loading has been investigated for low-carbon steel. Under various loading ratios, the surface state of the specimen was observed with the naked eye, using the Lüders band as an indicator for the yield point elongation. The stress-strain curve was measured simultaneously. The results show that both the surface states and the cyclic stress-strain characteristics vary depending on the load ratio. This makes it questionable to use the yield strength evaluated under monotonic loading to describe the mechanical properties of the specimen material for fatigue tests, though it is a prevailing practice recommended by ASTM. The result of this study also indicates that the Lüders band can be used as a smart sensor to investigate the yield phenomenon. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aLoad ratio. =650 \0$aSmart sensor. =650 \0$aCyclic loading. =650 \0$aYield strength. =650 \0$aHysteresis loop. =650 \0$aCyclic yield strength. =650 \0$aStress-strain curves. =650 \0$aFatique. =650 14$aFatigue. =650 24$aCyclic loading. =650 24$aYield strength. =650 24$aCyclic yield strength. =650 24$aCyclic stress-strain curve. =650 24$aLoad ratio. =650 24$aHysteresis loop. =650 24$aSmart sensor. =700 1\$aFukuda, K.,$eauthor. =700 1\$aGomi, K.,$eauthor. =700 1\$aTaniuchi, K.,$eauthor. =700 1\$aSano, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12398J.htm =LDR 03415nab a2200601 i 4500 =001 JTE12400J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12400J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12400J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aYamashita, M.,$eauthor. =245 10$aNondestructive Evaluation of Fatigue and Creep-Fatigue Damage in 12%Cr Stainless Steel by the Induced Current Focusing Potential Drop Technique /$cM. Yamashita, S. Tada, Y. Sato, T. Shoji. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aSteam turbine rotor material is subjected to damage by creep, fatigue, and creep-fatigue. It is important to develop nondestructive methods to measure the progress of crack initiation stage damage in materials. In this paper, for 12%Cr stainless steel, detection and evaluation of earlier stages of creep-fatigue damage by the potential drop method are described. Failure tests by fatigue, creep-fatigue, and creep at 600°C were carried out, and specimens intermittently damaged by fatigue, creep-fatigue, and creep at the same temperature were prepared. Morphologies of damage on the surface of damaged specimens were investigated, and quantitative measurements of damage were conducted using the induced current focusing potential drop (ICFPD) method. In creep-fatigue damaged specimens, slip traces were observed at an early damage stage, producing a large number of cracks. Fatigue generated little slip and the number of cracks was smaller. The potential drop data obtained by ICFPD indicate that creep-fatigue damage in 12%Cr stainless steel can be evaluated based on potential drop data obtained by using the ICFPD method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aFatigue. =650 \0$aICFPD method. =650 \0$aNondestructive method. =650 \0$aStrains and stresses$xTesting. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aCreep-Fatigue. =650 \0$aNondestructive Testing. =650 14$a12%Cr stainless steel. =650 24$aCreep. =650 24$aFatigue. =650 24$aCreep-fatigue. =650 24$aNondestructive method. =650 24$aICFPD method. =650 24$aCrack initiation stage damage. =700 1\$aTada, S.,$eauthor. =700 1\$aSato, Y.,$eauthor. =700 1\$aShoji, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12400J.htm =LDR 03160nab a2200553 i 4500 =001 JTE12396J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12396J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12396J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.7/35$223 =100 1\$aChen, J-S,$eauthor. =245 10$aQuantification of Coarse Aggregate Shape and Its Effect on Engineering Properties of Hot-Mix Asphalt Mixtures /$cJ-S Chen, M-S Shiah, H-J Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis paper is aimed at quantifying coarse aggregate shape in an efficient manner and relating aggregate characteristics to mix properties. Digital image analysis was used to evaluate aggregate characteristics such as elongation, flatness, and other shape indices. The following particle shapes were selected for this study: cubical, rod, disk, and blade. Data showed that the morphological characteristics of coarse aggregate correlated well with the results of other indirect tests such as the particle index. Cubical particles possessed the best rutting resistance over the other shapes. Flaky and/or elongated aggregate in a mixture resulted in a lower resistance to shear deformation. The morphological characteristics of coarse aggregates found from image analysis were in good agreement with the engineering properties of hot-mix asphalt (HMA) mixtures. This paper presents a precise method to evaluate the aggregate characteristics in an HMA mix and demonstrates their effects on pavement performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPaving materials. =650 \0$aRutting resistance. =650 \0$aCoarse aggregate shape. =650 \0$aHot-mix asphalt mixtures. =650 \0$aAggregate gradation. =650 \0$aRoad construction. =650 \0$aCoarse aggregates. =650 \0$aAggregates (Building materials)$xTesting. =650 14$aCoarse aggregate shape. =650 24$aHot-mix asphalt mixtures. =650 24$aPaving materials. =650 24$aRutting resistance. =700 1\$aShiah, M-S,$eauthor. =700 1\$aChen, H-J,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12396J.htm =LDR 03235nab a2200541 i 4500 =001 JTE103922 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103922$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103922$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC320.36 =082 04$a536/.2072$223 =100 1\$aLam, Cecilia S.,$eauthor. =245 10$aHeat Flux Measurements and Their Uncertainty in a Large-Scale Fire Test /$cCecilia S. Lam, Elizabeth J. Weckman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aHeat flux data from a series of controlled experiments involving a 2 m diameter, wind-blown pool fire are examined to highlight the difficulties involved in conducting heat flux measurements in a realistic, large-scale, hydrocarbon-fueled fire. Data were taken at several locations along the ground near the fire. At each location, three different heat flux sensors were positioned together: a Gardon gage, a directional flame thermometer (DFT) and a Sandia heat flux gage (HFG). Methods were first developed to correct measured values of heat flux for the slight differences in gage location relative to the fire. The remaining discrepancies between the values of heat flux measured by the different gages were then used to highlight uncertainties in heat flux measurements due to differences in gage surface temperature, in gage thermal response to the inherent modes of heating involved in the large hydrocarbon fire environment, and in conduction losses from the gage sensor plates. The importance of these sources of discrepancy varied depending on the magnitude of the measured heat flux and on whether the gages were located in a radiation-dominated or mixed radiative-convective environment within the fire. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRadiation. =650 \0$aConvection. =650 \0$aFire testing. =650 \0$aMeasurement uncertainty. =650 \0$aHeat flux gage. =650 \0$aHeat flux$xResearch. =650 \0$aHeat Flux. =650 14$aHeat flux gage. =650 24$aRadiation. =650 24$aConvection. =650 24$aFire testing. =650 24$aMeasurement uncertainty. =700 1\$aWeckman, Elizabeth J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103922.htm =LDR 02906nab a2200589 i 4500 =001 JTE103626 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103626$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103626$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a620.1/96$223 =100 1\$aZhang, Dong,$eauthor. =245 10$aEvaluation of the Fracture Resistance of Asphalt Mixtures Based on Bilinear Cohesive Zone Model /$cDong Zhang, Xiaoming Huang, Yongli Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe cohesive zone model was employed to study the fracture resistance of asphalt mixtures at low temperature. The bilinear traction-separation curve that directly reflects the magnitudes of the tensile strength, fracture energy, and failure separation of asphalt mixtures was proposed to evaluate the fracture resistance of asphalt mixtures. The fracture resistance of the asphalt mixtures with the nominal maximum aggregate size of 13 mm using different asphalt types and asphalt contents and at different temperatures was evaluated using the proposed method. The results of the study indicate that the proposed method can be used to comprehensively evaluate the fracture resistance of asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aFracture energy. =650 \0$aTensile strength. =650 \0$aFailure separation. =650 \0$aCohesive zone model. =650 \0$aFracture resistance. =650 \0$aAsphalt. =650 \0$aAsphalt cement. =650 \0$aAsphalt Mixtures. =650 14$aAsphalt mixture. =650 24$aFracture resistance. =650 24$aCohesive zone model. =650 24$aFracture energy. =650 24$aTensile strength. =650 24$aFailure separation. =700 1\$aHuang, Xiaoming,$eauthor. =700 1\$aZhao, Yongli,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103626.htm =LDR 03436nab a2200541 i 4500 =001 JTE103542 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103542$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103542$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aHu, Sheng,$eauthor. =245 10$aAnalysis of Rutting Performance Impacting Factors in HMA Overlay Mixture Design /$cSheng Hu, Fujie Zhou, Tom Scullion. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aIt is reasonable to assume that hot-mix asphalt (HMA) overlay rutting occurs only in HMA overlay(s) because of rutting from the existing pavement, if any, most of which had already occurred before the HMA overlay(s) was placed. So, this paper focuses only on the HMA overlay itself. Many factors-such as the asphalt binder grade, the aggregate gradation, the types of aggregates, the volumetric parameters of the mixtures, etc.-potentially influence the HMA rutting performance when designing an HMA overlay mix. In this paper, a Hamburg Wheel Tracking Test (HWTT) device is employed in order to evaluate the rutting performance of HMA overlay mixes in terms of the rut depth at specified wheel passes. An experimental design is developed to cover the different combinations of aggregates, gradations, and asphalt binder types. Through extensive laboratory tests and statistical analyses, the most significant impacting factors were identified. The corresponding HWTT rut depth prediction models were developed with high R2 values (>0.80). With these models and established rut depth criteria, the maximum allowable asphalt content that can be used without causing rutting problems was estimated for different overlay mixes. Furthermore, the models and estimated maximum allowable asphalt content were preliminarily verified by performance data of the National Center for Asphalt Technology test track sections and WesTrack test sections. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aMix design. =650 \0$aAsphalt content. =650 \0$aRuttings. =650 \0$aAsphalt. =650 \0$aAsphalt$xAdditives. =650 14$aHMA. =650 24$aRutting. =650 24$aHamburg Wheel Tracking Test (HWTT) =650 24$aMix design. =650 24$aAsphalt content. =700 1\$aZhou, Fujie,$eauthor. =700 1\$aScullion, Tom,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103542.htm =LDR 03023nab a2200505 i 4500 =001 JTE103937 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103937$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103937$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7874 =082 04$a621.38173$223 =100 1\$aTai, Y. T.,$eauthor. =245 13$aAn Effective Test for Supplier Selection Evaluation with Multiple Characteristics /$cY. T. Tai, W. L. Pearn, S. K. You. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aRecently, the extensive applications of thin-film transistor liquid crystal display (TFT-LCD) products have been increasing rapidly (for example, smart phones, monitors, and liquid crystal display televisions). Supplier selection in TFT-LCD manufacturing industries has become more essential and has received considerable attention. It is a problem of comparing two suppliers and selecting the one that has a significantly higher process capability. In this paper, we consider an effective test to determine supplier selection for glass substrate processes with multiple characteristics using the yield index SpkT, which can provide an exact measure of the process yield. In order to determine the selection decisions, critical values of the hypothesis testing for two procedures are calculated. For the practitioners' convenience in applying our procedures, various sample sizes required for designated selection powers are tabulated and discussed. For illustration purposes, a real-world problem in TFT-LCD factories is considered and solved for supplier selection evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield. =650 \0$aMultiple characteristics. =650 \0$aThin film devices. =650 \0$aTransistor. =650 \0$aThin-film transistor. =650 14$aSupplier selection evaluation. =650 24$aYield. =650 24$aMultiple characteristics. =700 1\$aPearn, W. L.,$eauthor. =700 1\$aYou, S. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103937.htm =LDR 03951nab a2200517 i 4500 =001 JTE103916 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103916$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103916$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP321 =082 04$a665.53825$223 =100 1\$aUrbas, Joe,$eauthor. =245 10$aPrecision of the Cone Calorimeter and ICAL Test Methods /$cJoe Urbas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aRepeatability and reproducibility are typically determined for standard fire test methods on the basis of an interlaboratory test program (round-robin) to define their precision. Significant differences in precision were found in the past between the repeatability and reproducibility of small-scale and intermediate- and large-scale fire test methods that all utilize oxygen calorimetry to measure heat release rate. Repeatability of heat release rate related measurements with small-scale apparatus has been found to be significantly better than the repeatability of the intermediate and large-scale apparatuses. In this paper, the results of two round-robins are compared on the basis of relative repeatability standard deviations and relative reproducibility standard deviations calculated for individual materials for individual test parameters. The first one was a cone calorimeter round-robin and the second was an intermediate-scale calorimeter (ICAL) round-robin. The objective and subjective factors that might have contributed to the differences between the two test methods in both repeatability and reproducibility were analyzed. The most important factors that caused the differences in the ICAL round-robin were higher theoretical uncertainty of the ICAL, inadequate pre-round-robin calibrations, the small numbers of participating laboratories and samples tested, prevalence of fire-retardant-treated materials, and possible failure of some of the laboratories to fully comply with the standard. These factors, especially the fact that the testing procedures and apparatuses in the participating laboratories may not have been in complete accordance with the standards, indicate that the results of the round-robins did not reflect the real precision of the test methods. However, the terminology using the two components of precision, repeatability and reproducibility, is maintained in this paper except where a specific distinction is noted. Recommendations are made on how to improve the results of future fire test round-robins. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrecision. =650 \0$aRepeatability. =650 \0$aReproducibility. =650 \0$aCalorimeter. =650 \0$aCone calorimeter. =650 \0$aScale calorimeter. =650 14$aPrecision. =650 24$aRepeatability. =650 24$aReproducibility. =650 24$aCone calorimeter. =650 24$aIntermediate scale calorimeter. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103916.htm =LDR 03144nab a2200493 i 4500 =001 JTE103237 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103237$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103237$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHG4529.5 =082 04$a332.6$223 =100 1\$aChen, Po-yuan,$eauthor. =245 14$aThe Valuation and Strategy of Foreign Operations Under Stochastic Price :$bA Real Options Model /$cPo-yuan Chen, Horng-jinh Chang, Chin-nung Liao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aMany multinational firms are facing diminishing profit margins in their home countries and, as a result, may move their manufacturing facilities to foreign countries to seek the benefits of lower labor costs and tax rates. Inspired by the real option models of Moon (2010) and Wu (2010), we propose a framework to explore how the fluctuations of price, cost reduction, and tax benefit factors affect the timing and the valuation of foreign investments. The sensitivity towards corporate value (real option value) and price threshold is then analyzed in illustrations. The results indicate that price drift and price volatility have opposing effects on corporate value and price threshold. In addition, the effects of tax and cost reduction factors on price threshold depend on the range of price elasticity in the demand. This study confirms that multinational firms would always seek domestic or foreign investment opportunities with relatively lower costs, tax rates, and reduced market risks as they relate to profit maximization in a global setting. Finally, this work suggests that the decision rules for the optimal entry of foreign operations significantly depend on the price elasticity of demand. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aForeign operation. =650 \0$aStochastic price. =650 \0$aStochastic models. =650 \0$aReal options. =650 14$aForeign operation. =650 24$aStochastic price. =650 24$aReal options. =700 1\$aChang, Horng-jinh,$eauthor. =700 1\$aLiao, Chin-nung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103237.htm =LDR 03235nab a2200553 i 4500 =001 JTE103842 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103842$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103842$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.87 =082 04$a006.32$223 =100 1\$aLiew, Chin Kian,$eauthor. =245 10$aInspections of Helicopter Composite Airframe Structures using Conventional and Emerging Nondestructive Testing Methods /$cChin Kian Liew, Martin Veidt, Nik Rajic, Kelly Tsoi, David Rowlands, Howard Morton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b46 =520 3\$aThis paper presents nondestructive testing (NDT) results and analysis from the inspection of composite specimens representing typical helicopter parts. The specimens include monolithic laminates produced from carbon fiber reinforced plastic (CFRP), Nomex honeycomb core sandwich panels with CFRP skins, and CFRP frame-skin joint panels. External protection layers comprising copper mesh and fiberglass were also included in the specimens. These panels were fabricated with a wide range of defects to simulate helicopter in-service damage including delamination and skin-core disbond along with barely visible impact damage. The study aims to assess a number of conventional and emerging NDT techniques suitable for rapid in situ and off-site inspection of helicopter composite structures. The techniques considered are flash and sonic thermography, radiography, and different ultrasonic inspection modes including pulse-echo, through-transmission, and phased array. These techniques are compared on their ability to detect and characterize the fabricated defects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDefect evaluation. =650 \0$aThermography. =650 \0$aUltrasonics. =650 \0$aRadiography. =650 14$aAerospace composite materials. =650 24$aUltrasonics. =650 24$aRadiography. =650 24$aThermography. =650 24$aDefect evaluation. =700 1\$aVeidt, Martin,$eauthor. =700 1\$aRajic, Nik,$eauthor. =700 1\$aTsoi, Kelly,$eauthor. =700 1\$aRowlands, David,$eauthor. =700 1\$aMorton, Howard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103842.htm =LDR 03084nab a2200505 i 4500 =001 JTE103532 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103532$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103532$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620.5$223 =100 1\$aLjustell, P.,$eauthor. =245 14$aThe Effect of Large Scale Plastic Deformation on Fatigue Crack Length Measurement with the Potential Drop Method /$cP. Ljustell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aA combined experimental and numerical investigation was conducted on the effects of plastic deformation and material resistance on the relationship between the potential difference and crack size, denoted calibration curve, or equation. The stainless steel 316L was used at room temperature for investigating the limitations of the calibration curve. The nominal calibration equation, obtained from the undeformed geometry, can be used for fatigue crack length measurements at large plastic deformation. However, the reference potential must, for reliable crack length measurements, be measured at the deformed state and later adjusted at every major change of (plastic) deformation. The major part of the change in reference potential was attributed to the geometry change and only a minor part to the resistivity change. The scatter in the potential drop measured crack length, measured on a cycle by cycle basis, was about 30 times smaller here compared to the compliance measured crack length. Also, in situ potential drop sampling was possible, i.e., the test did not need to be stopped for crack length measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue crack growth. =650 \0$aCrack length measurement. =650 \0$aPlastic Deformation. =650 \0$aPotential drop. =650 \0$aLarge scale yielding. =650 14$aPotential drop. =650 24$aCrack length measurement. =650 24$aFatigue crack growth. =650 24$aLarge scale yielding. =650 24$aLCF. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103532.htm =LDR 02940nab a2200457 i 4500 =001 JTE104031 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104031$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104031$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC489.A7 =082 04$a615.8/52$223 =100 1\$aDaum, Matthew,$eauthor. =245 10$aEvaluation of Predicted Deceleration Values From the Stress-Energy Method Compared to Actual Deceleration Values From the ASTM D1596 Test Method /$cMatthew Daum. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn recent years a simplified method for generating cushion curves, called stress-energy, has been presented as an alternative to ASTM D1596. A frequent question regarding the stress-energy method is the accuracy of the predicted deceleration compared to actual deceleration. This study compares the predicted deceleration values from the stress-energy method to the actual deceleration values collected from the ASTM D1596 test method for several data sets of EPS and EPE molded foam. Results show the average difference between the stress-energy predicted deceleration and the actual ASTM D1596 deceleration values to be 10 % or less for 144.2 kg/m3 EPE. Evaluating 20.0 kg/m3 EPS, the average difference between predicted and actual deceleration values is about 12 % or less. The study also found drop to drop deceleration to vary widely, so average actual deceleration was also evaluated compared to the predicted stress-energy deceleration. As a result, both the EPE and EPS predicted deceleration can be shown to be within ±10% of the actual averaged deceleration, an accuracy useful for practical application. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress-energy. =650 \0$aStress management. =650 \0$aCushion curve. =650 14$aStress-energy. =650 24$aCushion curve. =650 24$aASTM D1596. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104031.htm =LDR 04495nab a2200493 i 4500 =001 JTE103927 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103927$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103927$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH9157 =082 04$a628.925 HIR 2010$223 =100 1\$aAlvares, Norman J.,$eauthor. =245 10$aIn Search of Standard Reference Materials for ASTM E05 Fire Standards /$cNorman J. Alvares, Harry K. Hasegawa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe first paragraph of E-691, Standard Practice for Conducting an Inter-laboratory Study to Determine the Precision of a Test Method [ASTM E691-05, 2005, "Standard Practice for Conducting an Inter-laboratory Study to Determine the Precision of a Test Method," ASTM Book of Standards, ASTM International, West Conshohocken, PA.] states: "Tests performed on presumably identical materials in presumably identical circumstances do not, in general, yield identical results. This is attributed to unavoidable random errors inherent in every test procedure; the factors that may influence the outcome of a test cannot all be completely controlled." Further in the same paragraph the factors are identified: "Many different factors (apart from random variations between supposedly identical specimens) may contribute to the variability in application of a test method, including: a. the operator, b. equipment used, c. calibration of equipment, and d. environment." The primary subjects of both the first and second paragraphs are: "presumably (supposedly) identical materials". If, in fact, "identical materials" were available, one of the variables of testing would be eliminated because the performance of the material would be a known, which could be used for calibration procedures. Thus, any variations in the test results would be caused by a, b, or d. The Holy Grail of ASTM fire standards is the precision and bias section. ASTM regulations require precision statements in all test methods in terms of repeatability and reproducibility. However, most E05 standards do not provide precision and bias data. In fact, only 33% of E05 standards have conducted an inter-laboratory study or round robin at some time. A path forward to promote more systematic calibration procedures for E05 fire test methods and to facilitate more frequent round robin studies, is to explore the identification or development of Standard Reference Materials (SRM's) with defined properties for calibration of ASTM E05 fire tests and to validate operational performance for the same test method conducted at different facilities. Surveys of a wide range of ASTM test standards show that some of them use well-characterized materials to provide specific output data as part of their calibration procedures. In fact, SRM's have been developed for test standards; E162, E648 and E662. This paper summarizes the properties of the materials used for test calibration and their potential use as reference standards or for identifying properties important to formulating a standard material(s) for ASTM E05 fire test methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFire tests. =650 \0$aRound robins. =650 \0$aFire test. =650 \0$aFire test response. =650 \0$aTest Procedures. =650 14$aRound robins. =650 24$aStandard reference materials. =650 24$aFire tests. =700 1\$aHasegawa, Harry K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103927.htm =LDR 03479nab a2200505 i 4500 =001 JTE103612 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103612$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103612$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aChen, Jian-Shiuh,$eauthor. =245 10$aDevelopment of Specification Limits for Asphalt Pavements Based on Quality Control and Quality Assurance Data /$cJian-Shiuh Chen, Min-Chih Liao, Ching-Hsiung Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aAsphalt content and aggregate gradation measurements for hot-mix asphalt (HMA) concrete were collected during the 2008 construction season to develop statistics for quality control (QC) and quality assurance (QA) programs for the Taiwan Highway Bureau (THB). Data were analyzed to determine if the quality characteristics followed a normal distribution in order to compare contractor and THB measurements and to develop specification limits. The quality test data were shown to follow a normal distribution; therefore, appropriate statistics could be developed from the normally distributed data. Differences between QC and QA test results were shown to be statistically significant for some of the mix properties. QA and QC comparisons indicated that QC data were less variable and tended to have more favorable test results that would give more favorable acceptance outcomes to contractors. This is a significant finding since highway agency pay factors assume the validity of QC data. A statistical process was established to determine a typical standard deviation value by taking into account the variability of both QC and QA data. The revised specification limits were developed as construction control tools for the quality characteristics of HMA mixtures. The revised specification limits were found to be loose enough to account for material, sampling, and testing variations but still tight enough to identify manufacturing and construction variability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuality assurance. =650 \0$aAcceptance decision. =650 \0$aAsphalt Pavements. =650 \0$aPavements, Asphalt$xAdditives. =650 \0$aQuality control. =650 14$aQuality assurance. =650 24$aQuality control. =650 24$aAcceptance decision. =700 1\$aLiao, Min-Chih,$eauthor. =700 1\$aWang, Ching-Hsiung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103612.htm =LDR 04291nab a2200565 i 4500 =001 JTE103949 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103949$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103949$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSD11 =082 04$a634.9$223 =100 1\$aResing, John V.,$eauthor. =245 10$aMeasurement Uncertainty and Statistical Process Control for the Steiner Tunnel (UL 723, ASTM E84) /$cJohn V. Resing, Pravinray D. Gandhi, Dwayne E. Sloan, Randall K. Laymon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aIn the United States, the Steiner Tunnel (UL 723 [2008, "Test for Surface Burning Characteristics of Building Materials," Ninth Edition, Underwriters Laboratories Inc., Northbrook, IL], ASTM E84-10 [2010, "Standard Test Method for Surface Burning Characteristics of Building Materials," Annual Book of ASTM Standards, Volume 4.07, ASTM International, West Conshohocken, PA.]) is an important fire test apparatus used by the building codes to assess the flammability and smoke generation characteristics of building products (e.g., insulation, sheathing materials, foamed plastics, wood-based products). This paper examines how various tools and methodologies can be used to quantify, improve, and control measurement uncertainty in fire tests, such as the ASTM E84 tunnel test. This paper also assesses uncertainty in the Steiner Tunnel using both a Gage Repeatability and Reproducibility (Gage r&R) study and historical results for reference materials. The improvements discussed were achieved by using a widely known Lean/Sigma principle-the define, measure, analyze, improve, control (DMAIC) method. Benefits derived from the DMAIC method include: (i) an improved understanding and control of the sources of variation; (ii) the development of process control charts to monitor Steiner Tunnel performance; and (iii) a reduced need for calibration and re-verification of Steiner Tunnel performance. The Gage r&R results show that the major contributor to uncertainty in flame spread and smoke developed results is primarily due to the performance difference in the test samples, and not due to the measurement device or the person conducting the test. The uncertainty, in the form of the standard deviation, is also shown in the results of each of the materials tested in the study. Monthly data for the historical reference material, red oak, and a proposed reference material, heptane, are shown to demonstrate stability of the measurement system over time. The heptane test is presented to help measure and reduce uncertainty of the smoke measurement in the Steiner Tunnel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGage r&R. =650 \0$aSmoke developed. =650 \0$aUL 723, uncertainty. =650 \0$aFlame spread. =650 \0$aStatistical process. =650 \0$aFlame spread$xMathematical models. =650 14$aASTM E84-10, building materials. =650 24$aFlame spread. =650 24$aSmoke developed. =650 24$aStatistical process control. =650 24$aGage r&R. =650 24$aUL 723, uncertainty. =700 1\$aGandhi, Pravinray D.,$eauthor. =700 1\$aSloan, Dwayne E.,$eauthor. =700 1\$aLaymon, Randall K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103949.htm =LDR 03718nab a2200553 i 4500 =001 JTE103805 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103805$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103805$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2431 =082 04$a695$223 =100 1\$aTanaka, H.,$eauthor. =245 10$aWind Resistance Correlation of Adhesive Applied Roofing System /$cH. Tanaka, W. Li, A. Baskaran, B. Martin-Perez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe adhesive applied roofing system (AARS) is a new generation of built-up roof, gaining popularity in the Canadian low-slope roofing market. All components of the AARS are integrated using adhesive and unlike mechanically attached roofing systems, there are no fasteners used. Thus, an AARS can offer less thermal bridging, air intrusion, air leakage, moisture migration, and corrosion problems. The components are, however, subjected to the combined action of tensile and shearing forces due to the dynamic wind uplift action as a result of wind flow suction over a low-slope roof. As part of an ongoing collaboration between industries, universities, and government departments to quantify the wind uplift resistance standards of the AARS, three different testing methods have been successfully developed: (1) uplift resistance testing, (2) peel resistance testing, and (3) wind uplift testing. Small scale specimens were used for the uplift and peel resistance testing, whereas wind uplift investigations were performed using full-scale mock-ups. This paper focuses on a proposed correlation amongst these three different test methods, namely, "Higher resistance in both peel and uplift tests will result in the same or higher wind uplift resistance." Four different scenarios of two sets of samples each were constructed by varying only one component between the samples. All samples were tested in all three tests methods and data from these tests were compared to verify the proposed correlation. The test results obtained from the small-scale experiments proved to be useful to predict full-scale system behavior as demonstrated in the paper through comparison of the resistance data and failure modes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesives. =650 \0$aShear force. =650 \0$aWind uplift. =650 \0$aRoofing. =650 \0$aCurtain walls. =650 \0$aTensile force. =650 14$aRoofing. =650 24$aWind uplift. =650 24$aTensile force. =650 24$aShear force. =650 24$aAdhesives. =700 1\$aLi, W.,$eauthor. =700 1\$aBaskaran, A.,$eauthor. =700 1\$aMartin-Perez, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103805.htm =LDR 03307nab a2200553 i 4500 =001 JTE103312 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103312$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103312$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aKowalski, Karol J.,$eauthor. =245 10$aModified Ignition Oven Test Procedure for Determination of Binder Content in Hot Mix Asphalt Containing Dolomite Aggregate /$cKarol J. Kowalski, Rebecca S. McDaniel, Jan Olek, Ayesha Shah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe binder content of hot mix asphalt (HMA) is most commonly determined either by solvent extraction or ignition oven (IO) methods. Generally, the IO method has worked well with various HMA mixtures except those containing certain types of high mass loss (decomposing) aggregates, especially dolomite. For these aggregates, the high temperatures experienced during the ignition process initiate chemical changes within the aggregate particles, which result in variable mass losses. This, in turn, causes difficulties in calculating a consistent correction factor and determining a repeatable binder content. This paper presents a modified IO binder content determination method, which involves lowering the test temperature to 427°C and reducing the sample mass by half. In addition, only the bottom material basket of the typical IO test setup is used to avoid errors in the results due to temperature differentials that develop when, upon ignition, mixture from the lower basket starts heating the mixture in the upper basket. The proposed method was successfully verified by using six different plant-produced mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIgnition oven. =650 \0$aBinder content. =650 \0$aHot mix asphalt. =650 \0$aDolomite aggregate. =650 \0$aWarm mix asphalt. =650 \0$aWarm mix paving mixtures. =650 \0$aEnvironment friendly asphalt mixture. =650 14$aIgnition oven. =650 24$aHot mix asphalt. =650 24$aDolomite aggregate. =650 24$aBinder content. =700 1\$aMcDaniel, Rebecca S.,$eauthor. =700 1\$aOlek, Jan,$eauthor. =700 1\$aShah, Ayesha,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103312.htm =LDR 03466nab a2200517 i 4500 =001 JTE103914 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103914$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103914$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1065 =082 04$a677.689$223 =100 1\$aShipp, Paul H.,$eauthor. =245 10$aBench Tests for Characterizing the Thermophysical Properties of Type X Special Fire Resistant Gypsum Board Exposed to Fire /$cPaul H. Shipp, Qiang Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aASTM C1396 Standard Specification for Gypsum Board defines type X special fire resistant gypsum board on the basis of the fire resistance of a load bearing wood framed gypsum partition tested in accordance with ASTM E119 Standard Test Methods for Fire Tests of Building Construction and Materials. Monitoring individual product performance in a wall system fire test presents serious challenges to the manufacturing facility. The expense and complexity of operating an ASTM E119 wall furnace makes it impossible for plants to run the defining test on site. In addition, many factors influence the outcome of a fire resistance test making it difficult to assess the performance of the gypsum board independently of other wall system and laboratory influences. In 2003 the Gypsum Association formed an ad hoc Product Standard Task Group in an attempt to develop an improved definition of type X gypsum board. The new definition had to be equivalent to the current ASTM C1396 specification but based on bench scale tests of the high temperature thermophysical properties of type X gypsum board alone. The tests must also be suitable for use as in-plant quality assurance procedures. A suite of three tests resulted. Their development and correlation to the ASTM E119 test has been documented by the authors in an earlier paper. An analysis of the precision of these three test methods is presented here. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGypsum board. =650 \0$aType X gypsum board. =650 \0$aFire resistance. =650 \0$aFire resistant materials. =650 \0$aFire test response. =650 14$aFire resistance. =650 24$aGypsum board. =650 24$aType X gypsum board. =650 24$aHigh-temperature core cohesion high-temperature shrinkage. =650 24$aHigh-temperature thermal insulation. =700 1\$aYu, Qiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103914.htm =LDR 02560nab a2200517 i 4500 =001 JTE103425 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103425$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103425$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV199.44.E85 =082 04$a796.52/2/092$223 =100 1\$aPircher, Martin,$eauthor. =245 10$aTesting of Removable Bracket Protection System for Rock Climbing /$cMartin Pircher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aTesting procedures for small rock anchors for various activities including rock climbing are specified in the European Standard EN959. Further refinements for testing of chemically bonded anchors and variable rock conditions were proposed in a recent paper published in this journal. This method in combination with field tests was subsequently used to test a particular type of rock climbing anchors which has a long-standing tradition in the sport of rock climbing especially in Australia, but also elsewhere. It was found that the tested type of anchor does not fulfill the requirements stipulated in the EN959. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBolt hangers. =650 \0$aCarrot bolts. =650 \0$aRock climbing anchors. =650 \0$aMountaineering. =650 \0$aRemovable brackets. =650 \0$aMountaineering expeditions. =650 14$aRock climbing anchors. =650 24$aRemovable brackets. =650 24$aCarrot bolts. =650 24$aBolt hangers. =650 24$aMountaineering. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103425.htm =LDR 03124nab a2200577 i 4500 =001 JTE103371 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103371$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103371$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.S63 =082 04$a003.7$223 =100 1\$aXia, Xintao,$eauthor. =245 10$aFuzzy Hypothesis Testing and Time Series Analysis of Rolling Bearing Quality /$cXintao Xia, Jianfeng Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aPoor information means incomplete and insufficient information, such as unknown probability distributions and trends. Evaluation for the evolvement of the rolling bearing quality as a time series belongs to the category of information poor process. Statistics relied on known probability distributions and trends could become ineffective. For this end, a fuzzy hypothesis testing model is proposed to make variability analysis of a time series with poor information. By introducing the weight into the rejection region, the relationship of the improved equivalence relation and the empirical confidence level is established, laying the new foundation for a fuzzy decision-making for a time series with poor information. The model is characterized by permitting the probability distribution and the trend of a stationary or nonstationary time-series to be unknown. The experimental investigation on the friction torque of a rolling bearing shows that the model is correct and effective. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTime series. =650 \0$aRolling bearing. =650 \0$aHypothesis testing. =650 \0$aQuality evaluation. =650 \0$aVariability analysis. =650 \0$aInformation poor process. =650 \0$aFuzzy systems. =650 \0$aFuzzy sets. =650 \0$aSoft computing. =650 14$aHypothesis testing. =650 24$aRolling bearing. =650 24$aQuality evaluation. =650 24$aTime series. =650 24$aVariability analysis. =650 24$aInformation poor process. =700 1\$aChen, Jianfeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103371.htm =LDR 02826nab a2200541 i 4500 =001 JTE103122 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103122$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103122$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP82.2.R33 =082 04$a612/.01448$223 =100 1\$aWang, Hainian,$eauthor. =245 10$aLaboratory Evaluation of Microwave Heating Method for Hot In-Place Recycling /$cHainian Wang, Peiwen Hao, Liang Xue. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aGradual increasing pavement distresses need an efficient heating method for hot in-place recycling or rehabilitation maintenance. Microwave radiation could provide a quick and environmentally friendly heating measure for field heating on asphalt pavement. A 2450 MHz microwave heater was applied to study its heating performance on a dense gradation asphalt mixture in the laboratory. Eight temperature sensors were embedded into each layer in the specialized wheel tracking mixture slab to study the temperature status during the microwave heating process. The heating uniformity, optimal heating depth, and water's influence on heating performance are discussed in this paper. Most of the standard temperature deviations on each layer are less than 7°C a. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aInfluence factor. =650 \0$aHot in place recycling. =650 \0$aMicrowave radiation. =650 \0$aRadiation Effects. =650 \0$aHeating performance. =650 14$aAsphalt mixture. =650 24$aMicrowave radiation. =650 24$aHeating performance. =650 24$aHot in place recycling. =650 24$aInfluence factor. =700 1\$aHao, Peiwen,$eauthor. =700 1\$aXue, Liang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103122.htm =LDR 04246nab a2200601 i 4500 =001 JTE103405 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103405$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103405$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aArora, Kanwer Singh,$eauthor. =245 10$aEvaluation of the ASTM and ISO J Initiation Procedures by Applying the Unloading Compliance Technique to Reactor Pressure Vessel Steels /$cKanwer Singh Arora, Hans Werner Viehrig. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aOther than the brittle failure, the ductile behavior of the aged nuclear reactor pressure vessel (RPV) steels is also of interest for the integrity assessment and evaluation of the irradiation response. The fracture toughness of high toughness materials like RPV steels can be characterized by a J-R curve. Since the RPV steel material available for testing purposes, like surveillance specimens, is limited, the single specimen method is used for the J-R curve determination. In this study, J-R curves were measured on Charpy size SE(B) and 1T-C(T) specimens of different RPV steels in the unirradiated and irradiated conditions. It was observed that despite the available sophisticated instrumentation and strict implementation of the recommended test procedures, the J-initiation value for all the different material specimens tested could not be ascertained according to the test standards ASTM E1820 and ISO 12 135. For Charpy size SE(B) specimens, it was found that though valid JIC/J0.2BL values could be obtained in irradiated conditions, in un-irradiated conditions, especially for high toughness RPV steels, it was not possible. The evaluation showed that the aoq fit of the ASTM standard compensates uncertainties in the initial J-?a value resulting in reliable and more number of qualified test results. But these uncertainties strongly influence the A parameters of the ISO fit and the J0.2BL(B) value. Additionally, in the ISO evaluation the lower offset of the first exclusion line and a higher slope results in lower J0.2BL values compared to the ASTM analysis. Furthermore, for the two specimen geometries the course of J-R curves up to the JQ value was similar even for high toughness materials, but the lower specimen size was disqualified due to the lower prescribed Jlimit. Similarly, the J-R curves for un-irradiated and irradiated condition had a similar course up to the J0.2BL value, even for extremely high irradiation induced embrittlement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-R curve. =650 \0$aISO 12 135. =650 \0$aDuctile tearing. =650 \0$aFracture toughness. =650 \0$aUnloading compliance. =650 \0$aSingle specimen approach. =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aFracture toughness. =650 24$aDuctile tearing. =650 24$aJ-R curve. =650 24$aSingle specimen approach. =650 24$aUnloading compliance. =650 24$aASTM E1820. =650 24$aISO 12 135. =650 24$aReactor pressure vessel steels. =700 1\$aViehrig, Hans Werner,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103405.htm =LDR 03630nab a2200673 i 4500 =001 JTE103911 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103911$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103911$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH9446.I475 =082 04$a628.922$223 =100 1\$aTrevino, Javier O.,$eauthor. =245 10$aMeasurement Uncertainty in Fire Tests-A Fire Laboratory Point of View /$cJavier O. Trevino, Rick Curkeet. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aSince the adoption of ISO/IEC 17025, testing laboratories have been required to perform Measurement Uncertainty analysis for the tests within their scope. Four points of recurring debate are discussed: (1) The variability in fire test results due to unforeseen/uncontrolled variables is generally far greater than the measurement uncertainty of the result. (2) It is important not to confuse "measurement uncertainty" (MU) with "precision" of results. MU has a very specific meaning as used in ISO/IEC 17025, ISO/IEC Guide 98-3 Guide to the Expression of Uncertainty in Measurement (GUM) and ISO Guide 99 International vocabulary of metrology-Basic and general concepts and associated terms (VIM). (3) An uncertainty result is not used to justify passing or failing a product with results very near the pass/fail limit. Where the measured result is subject to a measurement uncertainty evaluation and reporting, compliance limits may or may not require extending the test result by the MU value in making a compliance determination. (4) ISO/IEC 17025 specifically exempts standards that specify limits on sources of uncertainty and specify the form of reporting from a required MU statement. This makes uncertainty estimates inapplicable to those fire tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFurnace. =650 \0$aVariability. =650 \0$aFire testing. =650 \0$aFlame spread. =650 \0$aSteiner tunnel. =650 \0$aFire resistance. =650 \0$aHeat release rate. =650 \0$aTime-temperature curve. =650 \0$aMeasurement uncertainty. =650 \0$aFire calorimetry. =650 \0$aCalorimetry. =650 \0$aFlammable gases. =650 14$aFire testing. =650 24$aFire calorimetry. =650 24$aFire resistance. =650 24$aFlame spread. =650 24$aSteiner tunnel. =650 24$aFurnace. =650 24$aTime-temperature curve. =650 24$aHeat release rate. =650 24$aHRR. =650 24$aMeasurement uncertainty. =650 24$aVariability. =700 1\$aCurkeet, Rick,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103911.htm =LDR 03238nab a2200505 i 4500 =001 JTE103813 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103813$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103813$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.15136$223 =100 1\$aRodezno, Maria Carolina,$eauthor. =245 10$aGuide on the Selection of Appropriate Laboratory Stress Levels for the Flow Number Test /$cMaria Carolina Rodezno, Kamil E. Kaloush. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis study examines the use of the triaxial shear strength parameters (c and ?) in providing guidelines for selecting the appropriate laboratory stress level for the flow number test of asphalt mixtures. The approach is based on the concept that the flow number (tertiary flow) is inversely related to the applied stress-to-strength ratio of the material. The correlation of the flow number with the stress-to-strength ratio can provide a good estimate of the stress level that will yield tertiary flow within a reasonable testing time. It was also realized that the triaxial shear strength test is not routinely conducted by Department of Transportation agencies and testing laboratories. Therefore, a database of triaxial shear strength test data was used to develop predictive models of the shear strength parameters for a particular asphalt mixture. The models' predictor variables were based on the volumetric properties of 46 different asphalt mixtures and a total of 276 test results. Regression models to estimate the c and friction (?) parameters had good statistical measures of model accuracy. The models were used to develop guidelines for laboratory stress-to-strength ratios to achieve tertiary flow within a reasonable testing period. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlow number. =650 \0$aTriaxial shear strength. =650 \0$aStress to strength ratio. =650 \0$aShear strength. =650 \0$aShear stiffness. =650 \0$aShear strength of soils. =650 14$aFlow number. =650 24$aTriaxial shear strength. =650 24$aStress to strength ratio. =700 1\$aKaloush, Kamil E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103813.htm =LDR 03099nab a2200577 i 4500 =001 JTE103609 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103609$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103609$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a557.3 s$223 =100 1\$aShi, Xianming,$eauthor. =245 10$aLaboratory Investigation into Interactions Among Chemicals Used for Snow and Ice Control /$cXianming Shi, Laura Fay, Stephanie Mumma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aRecent years have seen increased use of chemicals for snow and ice control both on roadways and at airports. One relatively new concern has been the potential chemical and physical reactions among different deicer formulations. This issue has significant operational and safety implications and thus was the focus of this laboratory investigation. When allowed to sit without stirring at room temperature, precipitates formed in the blend solutions of reagent-grade magnesium chloride with acetate- or formate-based deicers. When a magnesium-chloride-based deicer was used in place of its reagent-grade counterpart, precipitates did not form in its blend solutions with a sodium acetate deicer or a potassium formate deicer, but the solutions were milky in appearance. In light of the Fourier transform infrared and solubility data, the precipitates consist of magnesium acetate tetrahydrate or magnesium formate dihydrate formed by chemical reaction, along with additives from the parent solutions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFormates. =650 \0$aSolubility. =650 \0$aDeicer interactions. =650 \0$aSnow and ice control. =650 \0$aChlorides. =650 \0$aAcetates. =650 \0$aGeochemistry. =650 14$aSnow and ice control. =650 24$aDeicer interactions. =650 24$aChlorides. =650 24$aAcetates. =650 24$aFormates. =650 24$aFTIR. =650 24$aSolubility. =700 1\$aFay, Laura,$eauthor. =700 1\$aMumma, Stephanie,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103609.htm =LDR 02974nab a2200553 i 4500 =001 JTE103270 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103270$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103270$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a519.536$223 =100 1\$aRao, B. Srinivasa,$eauthor. =245 10$aSoftware Reliability Growth Model Based on Half Logistic Distribution /$cB. Srinivasa Rao, B. Vara Prasad Rao, R. R. L. Kantam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aA non-homogeneous Poisson process with its mean value function generated by the cumulative distribution function of half logistic distribution is considered. It is modeled to assess the failure phenomenon of developed software. When the failure data are in the form of the number of failures in a given interval of time, the model parameters are estimated by the maximum likelihood method. The performance of the model is compared with two standard models [Goel, A. L., and Okumoto. K., "A Time Dependent Error Detection Rate Model for Software Reliability and Other Performance Measures," IEEE Trans. Reliab., Volume 28(3), 1979, pp. 206-211; Yamada , "S-Shaped Reliability Growth Modeling for Software Error Detection," IEEE Trans. Reliab., Volume 32(5), 1983, pp. 475-484] using two data sets. The release time of the software subject to a minimum expected cost is worked out and exemplified through illustrations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGoel-Okumoto model. =650 \0$aYamada S-shaped model. =650 \0$aLogistic Distribution. =650 \0$aRegression analysis. =650 \0$aGrowth Model. =650 14$aAIC. =650 24$aGoel-Okumoto model. =650 24$aMLE. =650 24$aMSE. =650 24$aNHPP. =650 24$aSRGM. =650 24$aYamada S-shaped model. =700 1\$aRao, B. Vara Prasad,$eauthor. =700 1\$aKantam, R. R. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103270.htm =LDR 03743nab a2200577 i 4500 =001 JTE103346 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103346$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103346$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aKF27 =082 04$a364.1/63$223 =100 1\$aCicero, S.,$eauthor. =245 10$aAnalysis of Loss of Torque in Dental Implants Containing Gold Washers between Implant and Screw Head /$cS. Cicero, R. Lacalle, R. Cicero, D. Fernández. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThis paper analyzes a novel solution of a dental prosthesis containing a gold washer between the implant and the screw head (made of a titanium alloy, Ti-6Al-4V), and compares its mechanical behavior under variable loading with those observed in two other solutions commonly used in dentistry, one of them having the implant, the abutment and the screw made of a titanium alloy, and the other one having a screw made of pure gold (the implant and the abutment being made of the same titanium alloy). The analysis has consisted in the measurement of the torque loss in the three types of prostheses after the application of a given number of variable loading cycles following ISO protocol 14 801. The investigation has been completed with the scanning electron microscopy (SEM) analysis of the different components after testing.The torque loss in this new solution is very similar to that obtained in the prosthesis containing a gold screw, and 30.7 % lower than that obtained in the prosthesis whose components are all made of a titanium alloy. This behavior can be accounted for by the lower friction between gold and titanium (when compared to titanium-titanium friction), which causes a higher preload in the screw. Also, the SEM analysis has revealed greater damage in Ti-Ti contacts than in Au-Ti contacts, and significant material transfer between the gold washer and the titanium alloy screw. The solution including a gold alloy washer combines low torque loss, as observed in the prosthesis with the gold screw, with the good mechanical (tensile) properties of the solution with the titanium alloy screw, which allows repairs in vivo to be performed more easily. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aScrew. =650 \0$aTorque. =650 \0$aImplant. =650 \0$aAbutment. =650 \0$aWasher. =650 \0$aWashers (Fasteners) =650 \0$aDental Implants. =650 14$aImplant. =650 24$aScrew. =650 24$aAbutment. =650 24$aWasher. =650 24$aGold. =650 24$aTorque. =700 1\$aLacalle, R.,$eauthor. =700 1\$aCicero, R.,$eauthor. =700 1\$aFernández, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103346.htm =LDR 03105nab a2200565 i 4500 =001 JTE103715 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103715$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103715$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.11217$223 =100 1\$aHamel, Scott E.,$eauthor. =245 10$aTension and Compression Creep Apparatus for Wood-Plastic Composites /$cScott E. Hamel, John C. Hermanson, Steven M. Cramer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aDesign of structural members made of wood-plastic composites (WPCs) is not possible without accurate test data for tension and compression. The viscoelastic behavior of these materials means that these data are required for both the quasi-static stress-strain response, and the long-term creep response. Their relative incompressibility causes inherent difficulties in creating effective clamping devices that do not preload the specimens. In order to conduct repeats of both test modes at multiple stress levels for at least 90 days, uni-axial test apparatuses must be economical and mass producible. Further, all tests must be conducted in an environment that is moisture and temperature controlled, creating space constraints. This paper describes economical apparatuses for both tension and compression creep testing that do not preload the specimens, require a minimum of floor space, and are easy and safe to load and unload. The operation and typical data for the tests are presented to demonstrate the apparatuses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTension. =650 \0$aCompression. =650 \0$aTest fixtures. =650 \0$aDuration of load. =650 \0$aCreep. =650 \0$aMaterials$xCreep. =650 \0$aWood-based products. =650 14$aCreep. =650 24$aWood-based products. =650 24$aTest fixtures. =650 24$aDuration of load. =650 24$aTension. =650 24$aCompression. =700 1\$aHermanson, John C.,$eauthor. =700 1\$aCramer, Steven M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103715.htm =LDR 03035nab a2200505 i 4500 =001 JTE103464 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103464$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103464$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.8 =082 04$a519.5/3$223 =100 1\$aChang, Chia-Hao,$eauthor. =245 12$aA Nonparametric Test for the Ordered Alternative Based on Fast Discrete Fourier Transform Coefficient /$cChia-Hao Chang, Ching-Ho Yen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aWe propose a distribution-free test, which has two main purposes. First, the test can assist in alleviating some of the problems that existing tests have with higher powers when the assumed a priori ordering among the parameters is incorrect. Second, the new test can detect the monotone trends (non-decreasing ordered and non-increasing ordered) with only one derived process. Here we propose a new test, which combines and orders all observations from least to greatest; the approximate distribution of Fourier coefficients is utilized and tests whether the location parameters are serially non-decreasing or non-increasing with the groups. Utilizing the Monte Carlo simulation, we show that the proposed test is a significant improvement over the Terpstra and Magel test [Terpstra, J. T. and Magel, R. C., "A New Nonparametric Test for the Ordered Alternative Problem," Nonparametric Stat., Volume 15, 2003, pp. 289-301], that is, decreasing more powers for the situation when an investigator falsely assumes an a priori ordering relationship. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOrdered alternative. =650 \0$aTerpstra-Magel test. =650 \0$aNonparametric test. =650 \0$aNonparametric statistics. =650 \0$aFourier coefficients. =650 14$aNonparametric test. =650 24$aTerpstra-Magel test. =650 24$aFourier coefficients. =650 24$aOrdered alternative. =700 1\$aYen, Ching-Ho,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103464.htm =LDR 03050nab a2200517 i 4500 =001 JTE103460 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103460$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103460$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.4 =082 04$a620.1/1292$223 =100 1\$aMorrissey, Ryan J.,$eauthor. =245 10$aTest System for Elevated Temperature Characterization of Thin Metallic Sheets /$cRyan J. Morrissey, Reji John, Mark J. Ruddell, Phil E. Blosser, Dennis J. Buchanan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThin gage Ni-based superalloy materials are being targeted for hypersonic applications up to 1100 °C. To achieve an optimized system design, standard mechanical behavior data on these materials are needed under a range of loading conditions such as tensile, creep, and fatigue at representative temperatures. These tests require direct measurements of displacements on specimens. In order to meet this need, a test system has been developed as part of a comprehensive in-house program to advance state-of-the-art testing capabilities for thin foils and very thin sheets. The test system was developed using a conventional hydraulic load frame outfitted with specialized capabilities, and was designed for determining material properties on a macro-scale. Specimen thicknesses used in this study range from 127-508 ?m, with specimen lengths on the order of 150 mm. This paper outlines the developmental process, including unique challenges, along with the system validation and some preliminary data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThin gage. =650 \0$aMechanical testing. =650 \0$aElevated temperature. =650 \0$aMechanical wear. =650 14$aMechanical testing. =650 24$aElevated temperature. =650 24$aThin gage. =700 1\$aJohn, Reji,$eauthor. =700 1\$aRuddell, Mark J.,$eauthor. =700 1\$aBlosser, Phil E.,$eauthor. =700 1\$aBuchanan, Dennis J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103460.htm =LDR 02864nab a2200565 i 4500 =001 JTE11360J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11360J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11360J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNK8843 =082 04$a746.0941$223 =100 1\$aLeimer, S.,$eauthor. =245 10$aEffects of Laundering and Exposure to Light on Environmentally-Improved Fabrics /$cS. Leimer, MA. Moore, E. Goldsmith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis study evaluated the performance of four environmentally-improved fabrics after laundering or exposure to light. Specific objectives were to evaluate and compare the breaking strength, breaking elongation, and color change of the experimental fabrics after laundering or exposure to light. Results of the data analyses revealed a significant difference in the percentage of change in breaking strength and breaking elongation among the environmentally-improved fabrics as a result of laundering or exposure to light. Also, there were significant correlations between the percentage change in breaking strength, percentage change in breaking elongation, and color change due to the accelerated treatments of laundering or exposure to light. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLaundering. =650 \0$aBreaking strength. =650 \0$aColor measurement. =650 \0$aExposure to light. =650 \0$aBreaking elongation. =650 \0$aTextile fabrics. =650 \0$aTextile design. =650 14$aBreaking strength. =650 24$aBreaking elongation. =650 24$aColor measurement. =650 24$aEnvironmentally-improved fabrics. =650 24$aExposure to light. =650 24$aLaundering. =700 1\$aMoore, MA.,$eauthor. =700 1\$aGoldsmith, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11360J.htm =LDR 02361nab a2200421 i 4500 =001 JTE11357J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11357J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11357J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620.1/1/0218$223 =100 1\$aBhattachar, VS.,$eauthor. =245 10$aInstantaneous Coefficient of Linear Thermal Expansion-A New Definition /$cVS. Bhattachar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe mean coefficient of linear thermal expansion is used to define a new "instantaneous coefficient of linear thermal expansion" (ILTE) which is proved to be independent of reference temperatures required to define mean values. Hence it can be considered a true material property. The new ILTE provides a common reference to compare thermal expansion data of different materials. This instantaneous coefficient is different from the instantaneous value defined by ASTM standards. Values of the new coefficient are compared with the widely used mean coefficient values. Accuracy of calculations using the new ILTE is demonstrated using the mean coefficient data of two materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermal strain. =650 14$aCoefficient of thermal expansion. =650 24$aThermal strain. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11357J.htm =LDR 02659nab a2200517 i 4500 =001 JTE11364J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11364J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11364J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC228.2 =082 04$a006.454$223 =100 1\$aMurphy, JF.,$eauthor. =245 10$aTransverse Vibration of a Simply Supported Beam with Symmetric Overhang of Arbitrary Length /$cJF. Murphy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe numerical solution to the frequency equation for the transverse vibration of a simple beam with symmetric overhang is found. The numerical results converge to the analytical solutions for the two limiting cases of a beam with no overhang and a beam with no span and agree with the case in which the supports are at the nodal points of a freely vibrating beam. An approximation to the solution of the frequency equation for beams with small overhang is presented and compared to the numerical solution. This simple yet accurate approximation is most useful to determine a beam's flexural stiffness, EI, or modulus of elasticity, E, by freely vibrating a simply supported beam. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlexural stifness. =650 \0$aBeam with overhang. =650 \0$aFrequency equation. =650 \0$aTransverse vibration. =650 \0$aFundamental frequency. =650 \0$aSignal processing. =650 14$aTransverse vibration. =650 24$aBeam with overhang. =650 24$aFlexural stifness. =650 24$aFrequency equation. =650 24$aFundamental frequency. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11364J.htm =LDR 03687nab a2200673 i 4500 =001 JTE11356J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11356J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11356J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aFwa, TF.,$eauthor. =245 10$aRelating Triaxial Test Properties of Asphalt Mixtures to Mix Parameters Determined by Marshall Stability Test /$cTF. Fwa, SA. Tan, BH. Low. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe conventional method of asphalt mix design based on the Marshall stability test cannot be used directly for pavement thickness design and performance analysis. On the other hand, the triaxial test that measures fundamental engineering properties of friction-cohesive materials is a well understood and established test in civil engineering, and the authors have reported in an earlier paper that triaxial test properties of asphalt mixtures can be used to study analytically the response of the mixtures under loads. In an effort to establish a link between the two tests, this paper illustrates that the three triaxial test-determined properties of an asphalt mixture, namely cohesion c, angle of friction ? and elastic modulus Ep, are statistically correlated with Marshall stability test properties of the asphalt mixture. The statistical analyses furnish useful information on the trends of variation of various material parameters as a function of mix properties. Potentially useful statistical regression predictive models are derived for predicting material parameters of the Marshall stability tests using the triaxial test properties, and vice versa. Such models make it possible to analyze pavement performance under loads for those pavements constructed based on Marshall mix design. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCohesion. =650 \0$aMarshall flow. =650 \0$aTriaxial test. =650 \0$aFriction angle. =650 \0$aAsphalt mixture. =650 \0$aElastic modulus. =650 \0$aMarshall quotient. =650 \0$aPrediction models. =650 \0$aMarshall stability. =650 \0$aRegression analysis. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aTriaxial test. =650 24$aAsphalt mixture. =650 24$aCohesion. =650 24$aFriction angle. =650 24$aElastic modulus. =650 24$aMarshall stability. =650 24$aMarshall flow. =650 24$aMarshall quotient. =650 24$aRegression analysis. =650 24$aPrediction models. =700 1\$aTan, SA.,$eauthor. =700 1\$aLow, BH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11356J.htm =LDR 02884nab a2200505 i 4500 =001 JTE11355J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11355J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11355J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aSeif, MA.,$eauthor. =245 10$aResidual Stresses in Plastic Pipes by Laser Speckle Technique /$cMA. Seif, HA. Kishawy, MA. Hassan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aLaser speckle technique has been employed as a sensitive noncontact quantitative tool to measure the residual stress distribution developed in plastic pipes due to manufacturing processes. Pipes are classified into two main categories: thin-walled and thick-walled pipes. In thick-walled pipes, the laser technique has been combined with the layer removal method to describe accurately the stress distribution along the pipe thickness. A merit of the present investigation is the development of an empirical formula to assist the laser measurement in obtaining a more reliable stress distribution. Therefore, the need for the layer removal method has been eliminated, and the usual inaccuracy patterns resulting from excessive machining have been avoided. Since the results obtained are compared favorably with different techniques such as strain gages, ring slitting, and layer removal techniques, the proposed work possesses different advantages with respect to simplicity, practicality, and sensitivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPipes. =650 \0$aPlastic. =650 \0$aLaser speckles. =650 \0$aResidual stresses. =650 14$aLaser speckles. =650 24$aPipes. =650 24$aPlastic. =650 24$aResidual stresses. =700 1\$aKishawy, HA.,$eauthor. =700 1\$aHassan, MA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11355J.htm =LDR 03106nab a2200577 i 4500 =001 JTE11359J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11359J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11359J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aLittle, RE.,$eauthor. =245 10$aEffect of Specimen Thickness on the Long-Life Fatigue Performance of a Randomly-Oriented Continuous-Strand Glass-Mat-Reinforced Polypropylene Composite /$cRE. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis paper summarizes an experimental study of how three specimen thicknesses— 1/8 , 3/16, and ¼ in.(3.18, 4.76, and 6.35 mm)—affect the long-life fatigue performance of a thermoplastic composite material with 40% randomly-oriented continuous-strand glass in a polypropylene matrix (Azdel) Axial-load and four-point-bending fatigue tests were conducted to compare (1) the respective median logarithmic fatigue lives for a common alternating stress amplitude and (2) the respective estimated median fatigue strengths at 107 stress cycles.Both the median logarithmic fatigue life and the median fatigue strength decreased markedly when the specimen thickness was increased from 1/8 to 3/16 in.(from 3.18 to 4.76 mm) However, in each case, no further decrease was statistically evident when the specimen thickness was increased from 3/16 to ¼ in.(from 4.76 to 6.35 mm) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAzdel. =650 \0$aThickness effect. =650 \0$aComposite material. =650 \0$aOptimal test methods. =650 \0$aMedian fatigue strength. =650 \0$aUp-and-down test method. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aComposite material. =650 24$aLong-life fatigue behavior. =650 24$aThickness effect. =650 24$aStatistical analysis of variance. =650 24$aUp-and-down test method. =650 24$aMedian fatigue strength. =650 24$aOptimal test methods. =650 24$aAzdel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11359J.htm =LDR 02529nab a2200481 i 4500 =001 JTE11365J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11365J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11365J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP248.C45 =082 04$a677/.464$223 =100 1\$aHawley, L.,$eauthor. =245 10$aHoechst Celanese Improves Consistency of Cellulose Acetate Through Automated Viscosity Measurement /$cL. Hawley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHoechst Celanese has improved the precision of viscosity measurements from ±6 to ±2 centipoise by switching from manual to automated testing. Solution viscosity is one of the most critical quality parameters in the production of cellulose acetate flake. In the past, the company used a modified Cannon-Fenske tube for viscosity measurements. Operator influences, including time measurements, start and end points, bath temperature, and other factors, made it impossible to achieve optimal accuracy. Switching to automated differential viscometers eliminated operator influences from the measurement process thus enabling far more precise process control. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAutomated testing. =650 \0$aSolution viscosity. =650 \0$aViscosity measurement. =650 \0$aCellulose acetate. =650 14$aViscosity measurement. =650 24$aCellulose acetate. =650 24$aAutomated testing. =650 24$aSolution viscosity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11365J.htm =LDR 02623nab a2200529 i 4500 =001 JTE11361J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11361J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11361J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aBray, DE.,$eauthor. =245 10$aUltrasonic Stress Evaluation in a Compressor Rotor /$cDE. Bray, W. Tang, DS. Grewal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe run-out report for a compressor rotor showed an almost continuous bow between the two bearings. The maximum run-out of 0.03 mm (0.0012 in.) occurred at the inlet to the fourth stage impeller. The steel compressor rotor was just over 3 m in length. It had been removed from service for maintenance. Each of the seven compressor stages was mounted on the rotor at the time of the stress measurement. An evaluation of the residual stress at the inlet locations in the shaft using critically refracted longitudinal, LCR, ultrasonic waves showed compressive stress on the bowed side of the rotor, supporting the conclusion that residual stress is the cause of the bow. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLER technique. =650 \0$aCompressor rotor. =650 \0$aStress measurement. =650 \0$aTurbine components. =650 \0$aUltrasonics. =650 14$aStress measurement. =650 24$aUltrasonics. =650 24$aLER technique. =650 24$aCompressor rotor. =650 24$aTurbine components. =700 1\$aTang, W.,$eauthor. =700 1\$aGrewal, DS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11361J.htm =LDR 03012nab a2200553 i 4500 =001 JTE11363J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11363J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11363J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aLopes, R.,$eauthor. =245 13$aAn Ultrasonic Technique for Monitoring Automotive Components /$cR. Lopes, A. Mazzeranghi, G. Ronchiato, D. Vangi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aEarly and reliable damage location is a key element for the quality and quantity of the data that can be acquired from a fatigue test on automotive components and from mechanical components subjected to road-simulated endurance testing. This paper describes an acousto-ultrasonic methodology for monitoring structures or mechanical components. The technique has been developed gradually by applying it first to simple elements, such as spot-welded steel panels, sections, etc., then to individual body nodes, and finally to a complete car body. The results of a road simulated endurance test carried out on a car body are presented. This technique makes it possible to reduce to the minimum, or eliminate altogether, visual checks, and to identify fatigue cracks at their earliest initiation stages and spot weld failure, without having to wait until a defect grows to the point of modifying the overall mechanical properties of the element being tested. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue test. =650 \0$aEndurance test. =650 \0$aDamage monitoring. =650 \0$aAcousto-ultrasonic. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aAcousto-ultrasonic. =650 24$aDamage monitoring. =650 24$aFatigue test. =650 24$aEndurance test. =700 1\$aMazzeranghi, A.,$eauthor. =700 1\$aRonchiato, G.,$eauthor. =700 1\$aVangi, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11363J.htm =LDR 02624nab a2200565 i 4500 =001 JTE11358J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11358J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11358J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aYuan, B.,$eauthor. =245 10$aFatigue Testing of Microspecimens from a Weldment /$cB. Yuan, WN. Sharpe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis paper describes a technique for measuring the strain-controlled cyclic stress-strain behavior of microspecimens taken from a steel weldment. The specimens have a cross-section 0.3 by 0.3 mm with a gage section approximately 1.4-mm long and are believed to be the smallest specimens that have ever been tested in fully-reversed axially-loaded fatigue tests. The microsample fatigue test system developed allows both strain and stress control. The key feature is the ability to measure strain directly using a laser-based strain gage that measures the relative displacement between two tiny reflective indentations in the specimen surface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aWeldments. =650 \0$aStrain gage. =650 \0$aInterferometry. =650 \0$aMicrospecimens. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue. =650 24$aMicrospecimens. =650 24$aWeldments. =650 24$aInterferometry. =650 24$aSteel. =650 24$aStrain gage. =700 1\$aSharpe, WN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11358J.htm =LDR 02986nab a2200529 i 4500 =001 JTE11362J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11362J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11362J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.E9 =082 04$a690$223 =100 1\$aStelmokas, JW.,$eauthor. =245 10$aMeasurement of Load Distribution in Multiple-Bolted Wood Connections /$cJW. Stelmokas, AG. Zink, JL. Loferski, JD. Dolan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aLoad distribution behavior among multiple-bolts was evaluated using new, instrumented bolt-type connectors. The instrumented shear bolts output an electronic signal proportional to the shear forces transmitted through the bolt in a double-shear connection during loading. Double-shear connections constructed of clear, straight-grained yellow-poplar (Liriodendron tulipifera) were tested in compression parallel to grain. Five different bolt patterns were used to analyze the effect of number of bolts in a vertical row and number of bolts in a horizontal column on load transfer among the bolts. The load distribution among the bolts in the multiple-bolted wood connection was determined effectively using the shear bolts that provided detailed quantitative data concerning which bolt was the major load carrier throughout the entire test and exactly if and when the load was transmitted between the bolts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoad distribution. =650 \0$aDouble-shear connections. =650 \0$aInstrumented shear bolts. =650 \0$aJoints (Engineering) =650 14$aMultiple-bolted wood connections. =650 24$aLoad distribution. =650 24$aInstrumented shear bolts. =650 24$aDouble-shear connections. =650 24$aMechanical fastener evaluation. =700 1\$aZink, AG.,$eauthor. =700 1\$aLoferski, JL.,$eauthor. =700 1\$aDolan, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11362J.htm =LDR 03150nab a2200517 i 4500 =001 JTE20120177 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120177$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120177$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aSaid, Safwat F.,$eauthor. =245 10$aRheological Characterization of Asphalt Concrete Using a Shear Box /$cSafwat F. Said, Hassan Hakim, Olle Eriksson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aPavement deformation in bituminous layers is mainly caused by shear deformations. There is a need for a practical shear test for routine use, which can be used to evaluate the shear properties of bituminous materials. Shear properties are related to pavement performance and needed in viscoelastic pavement evaluation models. The main objective of this work is to determine the rheological properties of asphalt concrete materials for use in viscoelastic models and performance evaluation of bituminous pavement layers. This paper describes an asphalt concrete shear box test for determining the shear modulus and phase angle of asphalt mixtures and estimating their viscosity. The sensitivity of the test method was determined by testing cylindrical asphalt concrete specimens of varying mix composition. A procedure is presented for rheological characterization of asphalt concrete materials for use as a performance indicator. It is also concluded that the asphalt concrete shear box is reliable for measuring the shear modulus, phase angle and viscosity of asphalt concrete at different temperatures and frequencies for use in evaluating pavement models and discriminating between asphalt mixes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRheology. =650 \0$aShear box. =650 \0$aViscosity. =650 \0$aAsphalt concrete. =650 \0$aPavements,Asphaltconcrete. =650 14$aAsphalt concrete. =650 24$aRheology. =650 24$aViscosity. =650 24$aShear box. =700 1\$aHakim, Hassan,$eauthor. =700 1\$aEriksson, Olle,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120177.htm =LDR 02980nab a2200517 i 4500 =001 JTE20120206 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120206$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120206$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aZhang, Dongli,$eauthor. =245 12$aA Non-Destructive Evaluation Strategy for Thick Coating Evaluation on Hemispherical Steel Shells of Different Sizes with a Wide-Range ECT Sensor /$cDongli Zhang, Zhaoba Wang, Zhenmao Chen, Yong Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe goal of this paper is to develop an effective and high-precision method for thick coating evaluation in hemispherical steel shells of different sizes using eddy current technology. The key problems of the study include limited capability and low measure precision of eddy current sensor for long liftoff evaluation as well as the influence of shell thickness and curvature on liftoff-evaluation precision for coating in different size shells. To solve these problems, a wide-range sensor was proposed and the influence laws of shell sizes on signals were analyzed using a finite element method-boundary element method (FEM-BEM) hybrid program. Finally, a strategy using cubic spline interpolation method and sample database was adopted for thickness evaluation of coating in different size shells, and its applicability was validated by liftoff evaluation results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCurved steel base. =650 \0$aNumerical simulation. =650 \0$aSteel$xMetallography. =650 \0$aSteel$xMetallurgy. =650 14$aCoating thickness measurement. =650 24$aCurved steel base. =650 24$aEddy current testing technology. =650 24$aNumerical simulation. =700 1\$aWang, Zhaoba,$eauthor. =700 1\$aChen, Zhenmao,$eauthor. =700 1\$aLi, Yong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120206.htm =LDR 02828nab a2200553 i 4500 =001 JTE20120087 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120087$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120087$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273 =082 04$a519.1083$223 =100 1\$aLoganathan, A.,$eauthor. =245 10$aEvaluation of Single Sampling Plans by Attributes Using Mixture of Two Distributions /$cA. Loganathan, P. Muthu Krishnan, R. Vijayaraghavan, M. Saral. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aInspection lots that are formed from the products or materials produced from two or more streams of a manufacturing industry may be heterogeneous with respect to some quality characteristic. In such cases, lot quality may not be of the same kind, rather a mixture of several kinds, and, hence, a mixture of distributions is an appropriate model to study the quality of such heterogeneous lots. This paper presents a study on the evaluation of a single sampling plan by attributes through its operating characteristic function under the conditions of mixture of two binomial and Poisson distributions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPoisson distribution. =650 \0$aSingle sampling plan. =650 \0$aBinomial distribution. =650 \0$aMixture of distributions. =650 \0$aBinomialdistribution$xTables. =650 \0$aDistribution(Probability theory)$xTables. =650 14$aBinomial distribution. =650 24$aMixture of distributions. =650 24$aOperating characteristic function. =650 24$aPoisson distribution. =650 24$aSingle sampling plan. =700 1\$aKrishnan, P. Muthu,$eauthor. =700 1\$aVijayaraghavan, R.,$eauthor. =700 1\$aSaral, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120087.htm =LDR 03091nab a2200553 i 4500 =001 JTE20120215 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120215$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120215$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS173 =082 04$a620/.00452$223 =100 1\$aKim, Chan-Jung,$eauthor. =245 10$aAccelerated Slam Testing of Vehicle Door Plate Module Using Vibration Exciter /$cChan-Jung Kim, Bong-Hyun Lee, Yeon June Kang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aSlam testing is an important test for evaluating the fatigue resistance of a door plate module prior to its delivery to the car manufacturer. In such testing, one experimental specimen is subjected to more than 8 days of continuous testing. In this paper, a vibration testing method is proposed that is intended to replace the conventional swing-type slam testing of a door plate module. The method is based on the concept of duplicating the same failure mode at the clamping part of the glass in a door, where the stress is concentrated. After a review of the feasibility test performed with a multi-axial vibration simulator, a similarity test for a door module was developed that uses a uni-axial vibration exciter that required the door glass to be exposed to a critical spectrum of vibration for less than 2 h. The validity of the proposed testing method was demonstrated by comparing the failure modes of both the conventional and the proposed slam tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure mode. =650 \0$aSlam testing. =650 \0$aCritical response. =650 \0$aSimilarity test strategy. =650 \0$aVibration$xTesting. =650 \0$aStrains and stresses. =650 \0$aAccelerated life testing. =650 14$aAccelerated vibration testing. =650 24$aSlam testing. =650 24$aCritical response. =650 24$aFailure mode. =650 24$aSimilarity test strategy. =700 1\$aLee, Bong-Hyun,$eauthor. =700 1\$aJune Kang, Yeon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120215.htm =LDR 03500nab a2200541 i 4500 =001 JTE20120216 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120216$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120216$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC321 =082 04$a536/.2012$223 =100 1\$aSelvakumar, A.,$eauthor. =245 10$aEvaluation of Effective Thermal Conductivity for Mineral Cast Structural Materials Using Steady-State and Transient Methods /$cA. Selvakumar, P. V. Mohanram. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThermal conductivity is a thermophysical property that represents the rate at which heat energy can be transported through the material. For any alternate material chosen for machine tool structures, the study of its thermal characteristics is imminent. Thermal conductivity is one major characteristic to be analysed. Mineral cast structures made of epoxy-granite are found to exhibit good mechanical properties, such as high stiffness and damping ratio. The material also has lesser weight, compared to conventional materials used for machine tool structures. Hence, these materials are emerging as an alternate to conventional cast iron machine tool structures. This study attempts to determine the effective thermal conductivity of epoxy granite material using steady-state and transient plane source (TPS) methods. The results obtained using the experimental methods are compared with geometrical models and the suitability of the methods is evaluated. It is observed that both methods are suitable for measuring effective thermal conductivity of two-phase materials. Compared to TPS method, the steady-state method is a slow and material-consuming technique but provides more accurate results. The effective thermal conductivity of the developed material is compared with some commercial polymer composites and observed that the developed material has greater thermal conductivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTPS method. =650 \0$aEpoxy-granite. =650 \0$aTwo-phase material. =650 \0$aSteady-state method. =650 \0$aThermal conductivity. =650 \0$aMaterials$xThermal properties. =650 \0$aHeat$xConduction. =650 14$aEffective thermal conductivity. =650 24$aTwo-phase material. =650 24$aEpoxy-granite. =650 24$aSteady-state method. =650 24$aTPS method. =700 1\$aMohanram, P. V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120216.htm =LDR 03558nab a2200601 i 4500 =001 JTE20120287 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120287$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120287$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH4815 =082 04$a690/.837$223 =100 1\$aWang, Jieying,$eauthor. =245 10$aMonitoring of Vertical Movement in a Four-Story Wood-Frame Building in Coastal British Columbia /$cJieying Wang, Chun Ni, Gamal Mustapha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aVertical movement and lumber moisture content (MC) were monitored during the construction of a four-story wood frame residential building in the winter of 2010-2011 in coastal British Columbia, Canada. The work was part of a long-term study to assemble field performance information and validate movement prediction methods to assist in the design of five- and six-story wood frame buildings. The MC readings of dimensional lumber generally remained around 20 % on average before the building was completely protected from rain with its roof and wall sheathing membrane under rainy construction conditions. With the data collection started when the roof sheathing was installed and continued into occupancy of the building, the vertical movement was found to occur during the process of wood drying and the installation of non-structural elements such as drywall and cladding etc., which increased the local loads. The total movement amount, contributed by wood shrinkage, gap closure (settlement), and other factors, reached about 34 mm at an exterior wall, 43 mm at an interior hallway shear wall, and 45 mm at an interior partition wall, after a total monitoring period of 17 months. These values were fairly comparable to the values predicted from wood shrinkage alone for this building. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aCompression. =650 \0$aWood shrinkage. =650 \0$aMoisture content. =650 \0$aVertical movement. =650 \0$aBuilding settlement. =650 \0$aDwellings$xRemodeling$xAmateurs' manuals. =650 \0$aHouse construction$xWood frame. =650 \0$aBuilding$xDetails. =650 14$aPlatform wood frame construction. =650 24$aVertical movement. =650 24$aWood shrinkage. =650 24$aMoisture content. =650 24$aBuilding settlement. =650 24$aCompression. =650 24$aCreep. =700 1\$aNi, Chun,$eauthor. =700 1\$aMustapha, Gamal,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120287.htm =LDR 02642nab a2200541 i 4500 =001 JTE20120209 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120209$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120209$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA401.A3 =082 04$a353.9/970973$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aTwo-Stage Group Acceptance Sampling Plan for Burr Type X Percentiles /$cMuhammad Aslam, Muhammad Azam, Y. L. Lio, Chi-Hyuck June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aA two-stage group acceptance sampling plan for the percentile of lifetimes which have the Burr type X distribution is discussed under the time truncated life test. The sampling plan parameters for the two-stage sampling plan are determined such that the producer's risk and consumer's risk are satisfied simultaneously for the given tester size and experiment time. The advantage of the proposed two-stage sampling plan over the single-stage sampling plan is also discussed. Useful tables are given for practical purpose. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLife test. =650 \0$aBurr type X distribution. =650 \0$aGroup acceptance sampling. =650 \0$aDrug Approval. =650 \0$aDecision Making. =650 \0$aUnited States Government Agencies. =650 14$aGroup acceptance sampling. =650 24$aBurr type X distribution. =650 24$aProducer and consumer risks. =650 24$aLife test. =700 1\$aAzam, Muhammad,$eauthor. =700 1\$aLio, Y. L.,$eauthor. =700 1\$aJun, Chi-Hyuck,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120209.htm =LDR 03011nab a2200493 i 4500 =001 JTE20120175 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120175$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120175$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.F53 =082 04$a624.1/7$223 =100 1\$aRathmayr, Georg B.,$eauthor. =245 10$aDevelopment of a New Testing Procedure for Performing Tensile Tests on Specimens with Sub-Millimetre Dimensions /$cGeorg B. Rathmayr, Andrea Bachmaier, Reinhard Pippan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aA new method to conduct tensile tests with specimens ranging from a few millimetres down to 100 ?m is presented. The tensile specimens are fabricated using a newly developed water-cooled circular grinding process that guarantees a high-accuracy geometry by keeping the fabrication-related material change to a minimum. Furthermore, the grinding tool is equipped with a mechanical polishing unit to make well-polished surfaces. Besides the specimen fabrication, the test setup is modified to allow a specimen related displacement measurement. This image-based system does not require any additional specimen markings and enables the evaluation of true stress, true strain, and the reduction in area. The whole method is successfully demonstrated for different types of metals ranging from ductile nickel to very brittle tungsten. In addition to the quality of the tensile test in this specimen size range, another advantage is the enormous reduced time for specimen fabrication and testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile test setup. =650 \0$aUniaxial tensile test. =650 \0$aFlexible structures. =650 14$aUniaxial tensile test. =650 24$aTensile specimen fabrication. =650 24$aTensile test setup. =650 24$aSevere plastic deformation. =700 1\$aBachmaier, Andrea,$eauthor. =700 1\$aPippan, Reinhard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120175.htm =LDR 02799nab a2200529 i 4500 =001 JTE20120305 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120305$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120305$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA221 =082 04$a511/.4$223 =100 1\$aDaum, Matthew,$eauthor. =245 10$aApplication of the Stress-Energy Method for Generating Corrugated Board Cushion Curves /$cMatthew Daum, Duncan Darby, Gregory Batt, Lisi Campbell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aCushion curves are an important tool used for designing foam cushions, but no commercially available curves exist for corrugated board, despite its growing popularity as a cushioning material. This paper summarizes the theory and recent work applying the stress-energy method and different curve fit models to corrugated board for generating cushion curves. This paper also compares stress-energy predicted deceleration values to actual ASTM D1596 deceleration values as a method of determining whether the stress-energy method is a viable alternative for generating cushion curves for corrugated board. The results of this study suggest that the stress-energy method should not yet be recommended for generating cushion curves for corrugated board. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCushion curve. =650 \0$aStress-energy. =650 \0$aCorrugated board. =650 \0$aApproximation theory. =650 \0$aCurves$xComputer simulation. =650 14$aStress-energy. =650 24$aCorrugated board. =650 24$aCushion curve. =650 24$aASTM D1596. =700 1\$aDarby, Duncan,$eauthor. =700 1\$aBatt, Gregory,$eauthor. =700 1\$aCampbell, Lisi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120305.htm =LDR 03767nab a2200553 i 4500 =001 JTE20120002 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120002$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120002$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aChen, Yu.,$eauthor. =245 10$aDevelopment of a Composite Specimen Interface Cracking (CSIC) Test for Top-Down Cracking /$cYu. Chen, Gabriele Tebaldi, Reynaldo Roque, George Lopp. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aPavement top-down cracking performance not only depends on pavement layer material characteristics, but also on layer interface conditions. Interface conditions involve both the shear resistance along the interface and the cracking resistance across the interface provided by the interface bonding agents. Regarding hot-mix asphalt (HMA), currently available tests are mainly focused on pavement layer material properties. When thick polymer modified asphalt emulsion (PMAE) was applied at the interface between an open-graded friction course (OGFC) and a dense graded structural layer, a bonded interface was formed by the migration of PMAE up into the OGFC air voids. Shear strength tests, which can well characterize the adhesive film effect of interface bonding agents, cannot fully capture the effect of bonded interface on pavement cracking performance. To simulate the crack initiation and propagation process and evaluate the effect of bonded interface conditions on top-down cracking performance, a composite specimen interface cracking (CSIC) test was developed. The developed system involves repeated tensile loading and monitoring of the rate of damage development (reduction in stiffness) on composite specimens specifically designed for this purpose. Number of loading cycles to failure and damage rate results from the proposed test on three different interface conditions clearly indicate that this test method can be used to optimize bonding agents and application rates for enhanced cracking performance. This method may also provide a suitable specification test for evaluation of interface conditions on reflective cracking performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aInterface. =650 \0$aAsphalt pavement. =650 \0$aTop-down cracking. =650 \0$aComposite specimen. =650 \0$aRailroad tracks$xFoundations. =650 14$aInterface. =650 24$aComposite specimen. =650 24$aAsphalt pavement. =650 24$aTop-down cracking. =650 24$aFracture. =700 1\$aTebaldi, Gabriele,$eauthor. =700 1\$aRoque, Reynaldo,$eauthor. =700 1\$aLopp, George,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120002.htm =LDR 03724nab a2200577 i 4500 =001 JTE20120214 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120214$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120214$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624/.1513$223 =100 1\$aKongkitkul, Warat,$eauthor. =245 10$aEvaluation of Guy Anchorage Strength in Clay for Transmission Tower /$cWarat Kongkitkul, Sorawut Srisakorn, Thitapan Chantachot, Sompote Youwai, Pornkasem Jongpradist, Chaloempon Bunjongruksa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aDue to the growth of the economy in Thailand, the electricity transmission system must be regularly maintained so that electricity is effectively and safely distributed for uses in daily life and industries. Natural disasters often cause damage to transmission towers. In addition, some damage has occurred due to vandalisms and soil excavations near transmission towers. Foundation scouring and tilting typically occur at transmission towers. In practice, repair of damage to a transmission tower typically begins with transferring the foundation pressure of the damaged tower to other firm foundation soil using a guy fixed to a guy anchor. The transmission tower is then restored to its original condition. In this study, a series of field anchorage strength tests were performed in the Bangkok metropolitan region which is well-known for its very soft to soft clay deposits. Additionally, Kunzelstab penetration tests were performed to evaluate the undrained shear strengths of the clay with depth at the test locations. The measured ultimate anchorage strengths were then compared with values estimated theoretically on the basis of measured undrained shear strengths. The measured values were found to be approximately 70 % of the theoretical values. This was probably due to the clay disturbance caused by anchor installation. Based on this fact, the ultimate anchorage strengths were then estimated for other clay conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGuy anchor. =650 \0$aField testing. =650 \0$aAnchorage strength. =650 \0$aTransmission tower. =650 \0$aPenetrometers. =650 \0$aSoil penetration test. =650 14$aGuy anchor. =650 24$aAnchorage strength. =650 24$aTransmission tower. =650 24$aField testing. =650 24$aKunzelstab penetration test. =700 1\$aSrisakorn, Sorawut,$eauthor. =700 1\$aChantachot, Thitapan,$eauthor. =700 1\$aYouwai, Sompote,$eauthor. =700 1\$aJongpradist, Pornkasem,$eauthor. =700 1\$aBunjongruksa, Chaloempon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120214.htm =LDR 02821nab a2200565 i 4500 =001 JTE20120227 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120227$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120227$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH205.2 =082 04$a570.28/2$223 =100 1\$aZhang, Lin,$eauthor. =245 10$aDetermination of Dry Rubber Content in Natural Rubber Latex Based on Wavelet-Domain Fluorescence Image /$cLin Zhang, Zhimin Zhao, Yuyu Ji, Lei Ji. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA new method for determining the dry rubber content in natural rubber latex based on wavelet-domain fluorescence imaging is explained in this paper. A set of wavelet moment invariants, which are selected automatically based on the discrimination measures defined for the invariant features, are calculated and used to realize the quantitative analysis. Calibration is realized by calculating the standard template vectors of 31 classes of samples. According to the method of minimum distance classification and template matching, the dry rubber content of a tested sample can be determined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDry rubber content. =650 \0$aFluorescence imaging. =650 \0$aNatural rubber latex. =650 \0$aWavelet moment invariant. =650 \0$aFluorescence microscopy. =650 \0$aImaging, Three-Dimensional. =650 \0$aMicroscopy, Fluorescence, Multiphoton. =650 14$aNatural rubber latex. =650 24$aDry rubber content. =650 24$aFluorescence imaging. =650 24$aWavelet moment invariant. =650 24$aMinimum distance classification. =700 1\$aZhao, Zhimin,$eauthor. =700 1\$aJi, Yuyu,$eauthor. =700 1\$aJi, Lei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120227.htm =LDR 02693nab a2200445 i 4500 =001 JTE20120113 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120113$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120113$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC793.3.G38 =082 04$a530.14/35$223 =100 1\$aWang, Fu-Kwun,$eauthor. =245 13$aAn Assessment of Gauge Repeatability and Reproducibility with Multiple Characteristics /$cFu-Kwun Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aMeasurement system analysis plays an important role of many continuous improvement initiatives in the manufacturing industry. Measurement systems are commonly evaluated by performing a gauge repeatability and reproducibility (GRR) study. In some circumstances, manufacturing tests in a GRR study may have multiple characteristics with a multivariate normal distribution. To determine the preferred method for a GRR analysis, multivariate analysis of variance (MANOVA) and principal component analysis (PCA) are applied to data taken from two real cases. Three performance measures [precision to tolerance ratio (PTRM), the percentage of repeatability and reproducibility (%RRM), and signal-to-noise ratio (SNRM)] are used to evaluate the adequacy of the measurement process. The results show that the MANOVA method is suitable for a GRR study with multiple characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEquations of motion. =650 \0$aGaugefields (Physics) =650 14$aGauge repeatability and reproducibility. =650 24$aMultivariate analysis of variance. =650 24$aPrincipal component analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120113.htm =LDR 03647nab a2200553 i 4500 =001 JTE20120188 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120188$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120188$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aTseng, Po-Yen,$eauthor. =245 12$aA Study of Total Focusing Method for Ultrasonic Nondestructive Testing /$cPo-Yen Tseng, Young-Fo Chang, Chao-Ming Lin, Wei-Jen Nien, Chih-Hsiung Chang, Chih-Chung Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aCommercial ultrasonic phased array (PA) systems can perform multiple inspections in real-time using array transducers. This approach involves firing array elements in a particular sequence to produce high-resolution images at a high frame rate with excellent signal-to-noise ratio (SNR). Unfortunately, PA systems are complex and expensive. This study proposes a simpler, cheaper, non-real-time ultrasonic array system incorporating the total focusing method (TFM), and the performance of the proposed system is compared with that of a commercial PA system. Studying results shows that both systems have similar apparent axial resolution, but the apparent lateral resolution of the proposed system is far better than the L-scan but falls short in S-scan of a commercial PA system under a quiet testing environment. Moreover, the array performance indicator (API) values of TFM are lower than those of S-scan and L-scan, and the TFM has the highest SNR than the other methods. These results show that the performance of TFM array system is better than the commercial PA system, except for time consumption when switching the channels. Automatically switching the source and receiver channels could further the development of inexpensive, high-performance TFM arrays for ultrasonic nondestructive testing (NDT). It is anticipated that rapid advancements in electronic components, computer science, and digital signal processing will lead to improvements in near-real-time TFM array systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhased array. =650 \0$aDelay and sum. =650 \0$aTotal focusing method. =650 \0$aQuality control. =650 \0$aEngineering inspection. =650 14$aNDT. =650 24$aPhased array. =650 24$aTotal focusing method. =650 24$aDelay and sum. =700 1\$aChang, Young-Fo,$eauthor. =700 1\$aLin, Chao-Ming,$eauthor. =700 1\$aNien, Wei-Jen,$eauthor. =700 1\$aChang, Chih-Hsiung,$eauthor. =700 1\$aHuang, Chih-Chung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120188.htm =LDR 03195nab a2200553 i 4500 =001 JTE20120044 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120044$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120044$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a639.9/7573$223 =100 1\$aLi, Peilong,$eauthor. =245 10$aEffect of Temperature and Frequency on Visco-Elastic Dynamic Response of Asphalt Mixture /$cPeilong Li, Zhan Ding, Zhengqi Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aAsphalt mixture is a typical visco-elastic material whose dynamic response has a strong relationship to the test conditions of temperature and loading frequency. To study the dynamic response of asphalt mixture, simple performance test (SPTs) were conducted on three asphalt mixtures for different gradations and binders. The effect of test temperature and loading frequency on dynamic modulus (E*) and phase angle (?) of asphalt mixtures are investigated. On the basis of discussing the shift factors of dynamic modulus and phase angle, a master curve is obtained. The results indicate the dynamic modulus of asphalt mixtures decreases with either an increase in temperature or a decrease in loading frequency, and the relative shift with decreasing load frequencies becomes less and less. The peak temperature of the phase angle for different loading frequencies is not the same. The dynamic modulus master curve and shift factor can reflect the effect of loading frequency and temperature on material properties, as well as describe fully the visco-elastic properties of asphalt mixture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhase angle. =650 \0$aMaster curve. =650 \0$aAsphalt mixture. =650 \0$aDynamic modulus. =650 \0$aLight pollution. =650 \0$aPhototropism in animals. =650 \0$aInsects$xEffect of light on. =650 14$aAsphalt mixture. =650 24$aVisco-elastic dynamic response. =650 24$aDynamic modulus. =650 24$aPhase angle. =650 24$aMaster curve. =700 1\$aDing, Zhan,$eauthor. =700 1\$aZhang, Zhengqi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120044.htm =LDR 02813nab a2200481 i 4500 =001 JTE20120023 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120023$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120023$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQB858.7 =082 04$a523.1/12$223 =100 1\$aYang, Mu-Hoe,$eauthor. =245 13$aAn Evaluation of the Non-Isothermal and Isothermal Pyrolysis of Polyether Sulfone in Thermogravimetric Analysis /$cMu-Hoe Yang, Yeuh-Hui Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe thermal degradation behavior of polyether sulfone was examined using a dynamic heating program thermogravimetry analyzer under nitrogen atmosphere. The kinetic model of thermal degradation for the polyether sulfone was evaluated by using the kinetic parameters from dynamic thermogravimetric data. A discussion of the applicability of the model is presented using the four consecutive reactions analytical method. The model proposed correlates the thermograms obtained at thermogravimetric and differential thermogravimetric data with the same set of kinetic parameters. The degrees of decomposition for various components of polyether sulfone under dynamic conditions were simultaneously predicted via mathematical simulation. Moreover, the isothermal condition and the degree of decomposition were also predicted for various temperature conditions of the thermal degradation of polyether sulfone. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermogravimetry. =650 \0$aPolyether sulfone. =650 \0$aThermal degradation. =650 \0$aGalaxies$xClusters. =650 14$aThermal degradation. =650 24$aPolyether sulfone. =650 24$aThermogravimetry. =700 1\$aLin, Yeuh-Hui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120023.htm =LDR 02729nab a2200577 i 4500 =001 JTE20120230 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120230$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120230$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL671.9 =082 04$a629.134/6$223 =100 1\$aMak, Jonathan,$eauthor. =245 12$aA Solution for Estimating the Tensile Yield Strength From Small Specimens /$cJonathan Mak, Tao Wei, Richard Wuhrer, Wing Yeung, Greg Heness, Zhang Di. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe small punch test is an innovative test that utilises small disc-shaped specimens to assess the mechanical behaviour of materials. The main advantage is the relatively small specimen size. In this article, a modified analytical solution for the small punch maximum bend strength is proposed that is based on classical plate theory. A clear linear relationship is observed between the tensile yield strength ?YS and the small punch maximum bend strength ?y for both alloys and metal matrix composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield strength. =650 \0$aSmall punch test. =650 \0$aMetal matrix composite. =650 \0$aEquivalent contact radius. =650 \0$aAdhesives. =650 \0$aMetal bonding. =650 \0$aComposite materials$xBonding. =650 14$aSmall punch test. =650 24$aMetal matrix composite. =650 24$aYield strength. =650 24$aEquivalent contact radius. =700 1\$aWei, Tao,$eauthor. =700 1\$aWuhrer, Richard,$eauthor. =700 1\$aYeung, Wing,$eauthor. =700 1\$aHeness, Greg,$eauthor. =700 1\$aDi, Zhang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120230.htm =LDR 03875nab a2200553 i 4500 =001 JTE20120122 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120122$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120122$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aWu, Zhong,$eauthor. =245 10$aEvaluating Frictional Characteristics of Typical Wearing Course Mixtures in Louisiana /$cZhong Wu, Xiaoming Yang, Vivek Lal Das, Louay N. Mohammad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIn this study, the frictional characteristics of a number of Louisiana wearing course mixtures were evaluated through a suite of laboratory tests. Aggregates of different levels of micro-textures were used in the mix design. Asphalt concrete slab samples were prepared using a kneading compactor and were accelerated polished using a three-wheel polishing device developed by the National Center of Asphalt Technology for simulating the traffic-polishing effect on the surface texture of the pavement. After different numbers of polishing cycles, the frictional characteristics of asphalt concrete slabs were evaluated using a dynamic friction tester (DFT) and a circular texture meter (CTM). A comprehensive statistical analysis was conducted to investigate the effects of aggregate type and mix type on the frictional characteristics of the asphalt concrete mixtures. The international friction index F(60) values (calculated from the DFT and the CTM test results) were used to characterize the overall frictional performance of the asphalt concrete mixtures considered. The experimental results showed that aggregates with higher levels of micro-texture generally performed significantly better than those with lower levels of micro-texture in the DFT test. The open grade friction course and stone matrix asphalt showed better macro-textures than the Superpave mixtures in the CTM tests. A statistical grouping based on the terminal F(60) values of different mixtures showed that it is possible to achieve the same level of F(60) using different combinations of mix and aggregate types. This study demonstrates that blending low- and high-friction aggregates together can possibly produce an asphalt mixture with adequate field skid resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMacro-texture. =650 \0$aMicro-texture. =650 \0$aWearing course. =650 \0$aAsphalt concrete. =650 \0$aFriction resistance. =650 \0$aPavements,Asphaltconcrete. =650 14$aWearing course. =650 24$aAsphalt concrete. =650 24$aFriction resistance. =650 24$aMicro-texture. =650 24$aMacro-texture. =700 1\$aYang, Xiaoming,$eauthor. =700 1\$aLal Das, Vivek,$eauthor. =700 1\$aMohammad, Louay N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120122.htm =LDR 03010nab a2200505 i 4500 =001 JTE20120112 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120112$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120112$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD70 =082 04$a658.812$223 =100 1\$aPearn, W. L.,$eauthor. =245 10$aSupplier Selection for Processes with Multiple Characteristics Based on Testing Capability Index Cpk /$cW. L. Pearn, C. H. Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aSupplier selection is the problem which deals with comparing two processes and selecting a better one that has a higher process capability. In this article, the generalization CTpk index is employed to deal with this problem. The generalization CTpk index measures the overall yield for the processes with multiple independent quality characteristics. Based on the generalization CTpk index, a hypothesis testing with two phases is developed to determine whether or not new supplier is better. It allows one to select the supplier with better quality. A test statistic by division method and its corresponding sampling distribution are derived. For various process minimum requirements, magnitudes of the difference between the two processes, unequal sample sizes of two processes, and ?-risk, the critical values of the tests are tabulated. An application example is presented to illustrate the practicality of the proposed approach. Practitioners can use the proposed method to make reliable decisions in supplier selection problem. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCritical value. =650 \0$aMultiple characteristics. =650 \0$aGeneralization CTpk index. =650 \0$aBusiness logistics. =650 \0$aEconomics. =650 \0$aGovernment purchasing. =650 14$aCritical value. =650 24$aGeneralization CTpk index. =650 24$aMultiple characteristics. =700 1\$aWu, C. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120112.htm =LDR 02844nab a2200601 i 4500 =001 JTE12656J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12656J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12656J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/126$223 =100 1\$aTang, T.,$eauthor. =245 10$aEffects of Load-Distributed Width on Split Tension of Unnotched and Notched Cylindrical Specimens /$cT. Tang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aUnnotched and notched cylinders in split tension are analyzed. The load-distributed width has been shown to affect the stress and displacement distributions. Based on finite element analysis, linear elastic fracture mechanics (LEFM) formulas for the stress intensity factor KI, crack mouth opening displacement (CMOD), and the crack opening displacement (COD) profile for the split tension of notched cylinders are first provided in terms of load-distributed width as well as load magnitude, specimen size, and notch length. A formula expressing the effect of load-distributed width on maximum tensile stress in an unnotched cylinder is also provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aStress. =650 \0$aDisplacement. =650 \0$aSplit tension. =650 \0$aTensile strength. =650 \0$aFracture mechanics. =650 \0$aStress intensity factor. =650 \0$aStress corrosion$xTesting$xCongresses. =650 \0$aAlloys$xFatigue$xTesting$xCongresses. =650 14$aCrack. =650 24$aDisplacement. =650 24$aFinite element analysis (FEA) =650 24$aFracture mechanics. =650 24$aLoad. =650 24$aSplit tension. =650 24$aStress. =650 24$aStress intensity factor. =650 24$aTensile strength. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12656J.htm =LDR 02990nab a2200565 i 4500 =001 JTE12660J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12660J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12660J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.M3 =082 04$a610.28$223 =100 1\$aSvenson, AL.,$eauthor. =245 10$aData Analysis Techniques for Impact Tests of Composite Materials /$cAL. Svenson, MW. Hargrave, LC. Bank, BS. Ye. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper discusses data analysis techniques for instrumented impact tests conducted on glass fiber composite materials. For this study, a drop weight tower has been instrumented with an accelerometer and computer data acquisition system. From the acceleration data obtained, load, energy, velocity, and displacement are calculated in a spreadsheet environment. The resulting data from multiple tests for each material type considered are then averaged producing average plots. The standard deviation is also calculated and plotted for the load data. These curves are then used to characterize the impact behavior of the material. Also introduced is a procedure by which results are normalized by all geometric parameters present in the impact test. This method provides for comparison of test data from three-point bend impact tests having differing geometric parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNormalization. =650 \0$aImpact testing. =650 \0$aEnergy absorption. =650 \0$aComposite materials. =650 \0$aBiocompatibleMaterials. =650 \0$aPolymers. =650 \0$aBiomedical Technology. =650 14$aImpact testing. =650 24$aComposite materials. =650 24$aEnergy absorption. =650 24$aGlass fiber reinforced plastics. =650 24$aNormalization. =700 1\$aHargrave, MW.,$eauthor. =700 1\$aBank, LC.,$eauthor. =700 1\$aYe, BS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12660J.htm =LDR 02582nab a2200589 i 4500 =001 JTE12664J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12664J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12664J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS228.95 =082 04$a671.52$223 =100 1\$aMartínez, JA.,$eauthor. =245 10$aMechanical Study of a Hypoeutectoid Steel Weld /$cJA. Martínez, HP. Kugler, S. Merino, H. Drude, AJ. Criado. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA comparative study was made of the mechanical behavior of the different zones in a welded joint of hypoeutectoid steel, using the uniaxial tension test supported by other conventional techniques. Applying the optoelectronic method to recording and analyzing the results of a tension test gives the distribution of the deformations produced in a test-piece and shows the plastic properties of each zone in one sole experiment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aWelding. =650 \0$aData evaluation. =650 \0$aTension testing. =650 \0$aMechanical properties. =650 \0$aLaser welding. =650 \0$aStainless steel$xWelding. =650 \0$aStainless steel$xFracture. =650 14$aTension testing. =650 24$aData evaluation. =650 24$aMechanical properties. =650 24$aWelding. =650 24$aSteels. =700 1\$aKugler, HP.,$eauthor. =700 1\$aMerino, S.,$eauthor. =700 1\$aDrude, H.,$eauthor. =700 1\$aCriado, AJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12664J.htm =LDR 02940nab a2200553 i 4500 =001 JTE12658J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12658J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12658J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1242.P58 =082 04$a615.9/51$223 =100 1\$aPecorini, TJ.,$eauthor. =245 14$aThe Influence of Testing Methodology on the Fatigue Crack Propagation Behavior of Cellulose Esters /$cTJ. Pecorini, EJ. Moskala. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aIn the fatigue crack propagation behavior of cellulose esters, a crazing mechanism controls growth at low stress intensity (?K) levels while a plane-strain-shear yielding mechanism becomes dominant at higher ?K values. The growth rate associated with the transition between these two mechanisms has been found to be a function of the material's yield strength. Most recent data have shown that the onset of this transition is also related to the test methodology. Constant-load-amplitude, K-increasing tests produce the most conservative (highest fatigue rate) values for the transition, whereas with decreasing stress intensity tests, the transition occurs at much lower growth rate values. It is important to note, however, that test methodology does not affect the relation between crack growth rate and ?K when growth is dominated by only a single mechanism. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrazing. =650 \0$aFatigue. =650 \0$aK-gradient. =650 \0$aK-decreasing. =650 \0$aShear yielding. =650 \0$aPhthalate esters$xToxicology. =650 \0$aPhthalate esters$xEnvironmental aspects. =650 14$aFatigue. =650 24$aK-gradient. =650 24$aK-decreasing. =650 24$aCellulose-acetate-propionate (CAP) =650 24$aCrazing. =650 24$aShear yielding. =700 1\$aMoskala, EJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12658J.htm =LDR 02227nab a2200541 i 4500 =001 JTE12669J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12669J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12669J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a629.47$223 =100 1\$aBudinski, KG.,$eauthor. =245 10$aScoring of Precision Spur Gears /$cKG. Budinski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA group of manufacturing machines employed precision spur gears as the timing mechanism for machine operations. These machines had worked successfully for about ten years with little or no problems with gear wear or deterioration. When new machines were brought on line with recently made gears there were immediate problems with gear tooth scoring. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGears. =650 \0$aGalling. =650 \0$aScoring. =650 \0$aScuffing. =650 \0$aGear wear. =650 \0$aGearing, Spur. =650 \0$aGearing, Spur$xTesting. =650 \0$aHardness$xTesting. =650 14$aGears. =650 24$aGear wear. =650 24$aScoring. =650 24$aScuffing. =650 24$aGalling. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12669J.htm =LDR 03033nab a2200649 i 4500 =001 JTE12659J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12659J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12659J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.136$223 =100 1\$aHarvey, J.,$eauthor. =245 13$aAn Evaluation of Several Techniques for Measuring Air-void Content in Asphalt Concrete Specimens /$cJ. Harvey, T. Mills, C. Scheffy, J. Sousa, CL. Monismith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aPrecise and accurate measurement of air-void content is critical to the evaluation of asphalt-aggregate mix specimens taken in the field or compacted in the laboratory. It is an integral part of the performance-based testing and analysis methods developed by the Strategic Highway Research Program Contract A-003A (SHRP A-003A). Standard methods for drying specimens after coring and/or cutting from a larger compacted mass, and for measuring bulk specific gravity present problems for testing of the same specimen using equipment developed by SHRP A-003A, or whenever the specimen must be fixed to the testing equipment by means of an adhesive. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue beam. =650 \0$aParaffin wax. =650 \0$aAir-void content. =650 \0$aAsphalt-concrete. =650 \0$aSimple shear test. =650 \0$aSpecimen preparation. =650 \0$aBulk specific gravity. =650 \0$aConcrete$xTesting. =650 \0$aFreeze thaw tests. =650 \0$aConcrete tests. =650 \0$aAir content. =650 14$aAsphalt-concrete. =650 24$aAir-void content. =650 24$aSpecimen preparation. =650 24$aSimple shear test. =650 24$aFatigue beam. =650 24$aParaffin wax. =650 24$aBulk specific gravity. =700 1\$aMills, T.,$eauthor. =700 1\$aScheffy, C.,$eauthor. =700 1\$aSousa, J.,$eauthor. =700 1\$aMonismith, CL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12659J.htm =LDR 01875nab a2200421 i 4500 =001 JTE12672J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12672J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12672J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aDeNale, R.,$eauthor. =245 10$aNondestructive Testing Techniques /$cR. DeNale. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis book represents a distillation of a multivolume document produced by Northrop Services, Inc. for the U.S. Army Missile Command. As such, the book is broad in scope, aimed at application-oriented personnel, and geared towards flaw detection. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNondestructive testing. =650 \0$aQuality control. =650 \0$aEngineering inspection. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12672J.htm =LDR 02289nab a2200421 i 4500 =001 JTE12671J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12671J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12671J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a620.199$223 =100 1\$aBajere, PA.,$eauthor. =245 10$aHandbook of Adhesive Bonded Structural Repair /$cPA. Bajere. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis handbook is written by two material and manufacturing process engineers with over 60 years of combined experience in government. The purpose of the book is to: (1) provide a standard method for repairing adhesive bonded and composite laminate structures; (2) identify suitable materials and equipment for making satisfactory repairs, and (3) discuss methods by which structures may be inspected both before and after repair. It is designed as a reference manual. The intended audience includes anyone who needs to find recommended information on materials or procedures for adhesive bonded structural repair that meets applicable safety and health standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStructuralengineering. =650 \0$aAdhesivebonding. =650 \0$aAdhesives. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12671J.htm =LDR 01675nab a2200409 i 4500 =001 JTE12666J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12666J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12666J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS176 =082 04$a624.1/71$223 =100 1\$aWood, FW.,$eauthor. =245 10$aIntroduction to the Symposium on Case Studies of Wear-Related Failure Analyses /$cFW. Wood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEngineering. =650 \0$aMechanical Engineering. =650 \0$aContinuum Mechanics and Mechanics of Materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12666J.htm =LDR 02722nab a2200637 i 4500 =001 JTE12665J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12665J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12665J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1577 =082 04$a677.2$223 =100 1\$aAjayi, JO.,$eauthor. =245 10$aComparative Studies of Yarn and Fabric Friction /$cJO. Ajayi, HM. Elder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA comparison of the magnitudes of yarn-to-yarn and fabric-to-fabric friction is made. It is shown that yarn friction measured on a capstan (cylindrical) surface is significantly greater than that measured on a flat surface. The greater magnitude of the coefficient of friction in a capstan assembly is ascribed to the effects of experimental variables such as capstan radius, angle of lap, and input tension. The coefficient of friction of fabrics is also shown to be greater than that of their component yarns. Yarns with higher frictional properties yield fabrics whose frictional properties are also higher. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYarns. =650 \0$aLinear. =650 \0$aCapstan. =650 \0$aFabrics. =650 \0$aTension. =650 \0$aFriction. =650 \0$aScouring. =650 \0$aRelaxation. =650 \0$aSpun yarns$xTesting. =650 \0$aTextile fabrics$xTesting. =650 \0$aKnitting. =650 14$aFriction. =650 24$aCapstan. =650 24$aLinear. =650 24$aFabrics. =650 24$aYarns. =650 24$aKnitting. =650 24$aTension. =650 24$aScouring. =650 24$aRelaxation. =700 1\$aElder, HM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12665J.htm =LDR 03381nab a2200625 i 4500 =001 JTE12670J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12670J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12670J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.W8 =082 04$a671.8/4$223 =100 1\$aSchrems, KK.,$eauthor. =245 10$aWear-Related Fatigue in a Wire Rope Failure /$cKK. Schrems. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe fatigue failure of a nonrotating wire rope used on a skip hoist in an underground mine has been studied as part of the ongoing research by the U.S. Bureau of Mines into haulage and materials handling hazards in mines. Correlation of individual wire failures within two segments of the failed rope were used to gain an understanding of the progression of degradation leading to rope failure. Wire failures occurred predominantly at locations of wear between adjacent strands. These interstrand wear sites are identifiable by a large reduction in diameter; however, reduction in area is not responsible for the location of failure. Fractography revealed crack initiation sites to be located opposite the characteristic wear site or at other less noticeable wear sites. The primary failure mechanism of individual wires within the rope is believed to be a function of contact stress at the interstrand wear sites. Axially loading and unloading the rope produces high compressive stresses at the contact sites, which in turn produce large alternating tensile stresses on the opposite side of the wire. This mechanism has been termed "contact stress-accelerated fatigue." This mechanism and the affiliated wear pattern both are consequences of interstrand contact. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aStress. =650 \0$aFatigue. =650 \0$aFractography. =650 \0$aLine contact. =650 \0$aPoint contact. =650 \0$aContact stress. =650 \0$aCrack initiation. =650 \0$aWire rope. =650 \0$aWire rope$xTesting. =650 \0$aWear-Related Fatigue. =650 14$aWire rope. =650 24$aWear. =650 24$aContact stress. =650 24$aFatigue. =650 24$aFractography. =650 24$aCrack initiation. =650 24$aStress. =650 24$aPoint contact. =650 24$aLine contact. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12670J.htm =LDR 03078nab a2200577 i 4500 =001 JTE12663J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12663J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12663J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC931 =082 04$a551.518$223 =100 1\$aMahendran, M.,$eauthor. =245 10$aEffect of Overload Cycles on Thin Steel Roof Claddings during Cyclonic Winds /$cM. Mahendran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aDuring an investigation on thin steel roof claddings under simulated cyclonic wind loading, it was found that trapezoidal roof claddings behaved quite differently to corrugated (arc and tangent type) roof claddings due to the presence of overload cycles. The overload cycles caused a reduction in fatigue life for corrugated roofing whereas the reverse occurred for trapezoidal roofing. This contrasting behavior of the two crest-fixed roof claddings was investigated using small scale roofing models instead of the commonly used large scale two-span roof claddings. It was found that overload cycles formed a weaker locally dimpled mechanism around the fastener holes of corrugated roofing and thus accelerated the fatigue-caused pull-through failure. In contrast, a stronger deformed shape was formed in trapezoidal roofing which delayed the pull-through failure. Both laboratory testing and finite element analysis of small scale models were used to study the contrasting behavior of roof claddings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aExperiments. =650 \0$aOverload cycles. =650 \0$aSmall scale models. =650 \0$aSteel roof claddings. =650 \0$aFinite element analysis. =650 \0$aTornadoes. =650 \0$aClimate. =650 \0$aWind. =650 \0$aCyclonic Storms. =650 14$aSteel roof claddings. =650 24$aSmall scale models. =650 24$aExperiments. =650 24$aFinite element analysis. =650 24$aOverload cycles. =650 24$aFatigue. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12663J.htm =LDR 02613nab a2200601 i 4500 =001 JTE12668J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12668J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12668J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.4 =082 04$a620.1/1292$223 =100 1\$aMilligan, HL.,$eauthor. =245 10$aWear Analysis of Björk Shiley Delrin Tilting Disc Heart Valves /$cHL. Milligan, BM. Johnson, PA. Engel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aProsthetic heart valves must open and close 40 million cycles annually, year in and year out, in a biochemically active and corrosive medium and without benefit of periodic maintenance. Examination of explanted Björk-Shiley Delrin Heart Valves revealed that some valves developed wear grooves in the Delrin occluder disc from contact with the inlet strut. With Delrin Heart Valve implant durations reaching 20 or more years, studies were initiated to fully analyze the wear of explanted valves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDelrin. =650 \0$aWearrate. =650 \0$aImpact wear. =650 \0$aHeart valves. =650 \0$aWear testing. =650 \0$aWear analysis. =650 \0$aMechanical wear. =650 \0$aMachinery$xTesting. =650 \0$aMachinery. =650 \0$aTesting. =650 14$aImpact wear. =650 24$aHeart valves. =650 24$aDelrin. =650 24$aWear analysis. =650 24$aWearrate. =650 24$aWear testing. =700 1\$aJohnson, BM.,$eauthor. =700 1\$aEngel, PA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12668J.htm =LDR 02591nab a2200589 i 4500 =001 JTE12667J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12667J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12667J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN799.T6 =082 04$a930.1028$223 =100 1\$aWood, FW.,$eauthor. =245 10$aSummary on the Role and Analysis of Wear in Failures /$cFW. Wood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn overview of the meaning of wear, how it occurs, its involvement in failures, and how it can be detected and evaluated is presented. Relevant definitions, surface characteristics, detrimental consequences, and techniques for investigation and analysis are reviewed. The intentions are to provide a basis for interrelating the case histories presented at the Symposium on Wear-Related Failure Analyses, and, together with the more specific case histories, to heighten the realization of the role that wear plays in many failures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aErosion. =650 \0$aAbrasion. =650 \0$aCavitation. =650 \0$aAdhesive wear. =650 \0$aSurface damage. =650 \0$aFailure analysis. =650 \0$aTools, Prehistoric$xAnalysis. =650 \0$aMechanical wear. =650 \0$aAntiquities, Prehistoric$xAnalysis. =650 14$aFailure analysis. =650 24$aWear. =650 24$aAbrasion. =650 24$aAdhesive wear. =650 24$aErosion. =650 24$aCavitation. =650 24$aSurface damage. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12667J.htm =LDR 02589nab a2200529 i 4500 =001 JTE12662J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12662J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12662J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.W8 =082 04$a671.8/4$223 =100 1\$aRodak, EM.,$eauthor. =245 10$aEffects of Sample and Test Variables on Electrical Wire Insulation Flammability /$cEM. Rodak, RJ. Taylor, DB. Hirsch, LJ. Linley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA new test method has been adopted to evaluate the flammability of electrical wire insulation materials. In this test, wire insulation is exposed to an external ignition source while the electrical conductor is internally heated by an electric current. The repeatability of the test and the effects of wire gage and insulation thickness, internal wire temperature, and sample orientation on the wire insulation flammability were evaluated. Experimental results showed that the new test is a practical and repeatable method for evaluating flammability of wire insulation materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlammability. =650 \0$aTest methods. =650 \0$aWire insulation. =650 \0$aWire rope. =650 \0$aWire rope$xTesting. =650 14$aWire insulation. =650 24$aFlammability. =650 24$aOxygen-enriched atmospheres. =650 24$aTest methods. =700 1\$aTaylor, RJ.,$eauthor. =700 1\$aHirsch, DB.,$eauthor. =700 1\$aLinley, LJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12662J.htm =LDR 02758nab a2200565 i 4500 =001 JTE12657J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12657J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12657J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE215 =082 04$a625.7/34$223 =100 1\$aRiemslag, AC.,$eauthor. =245 10$aFatigue Testing of High-density Polyethylene and Polycarbonate with Crack Length Measurement Using Image Processing Techniques /$cAC. Riemslag. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA new automated method of measuring fatigue cracks in polymers is discussed. The new method is based on a video signal of the crack which is analyzed with "image processing" techniques. With this technique the crack length is measured every 20 s during a fatigue test. The accuracy of one single measurement is about 0.05 mm, but this can be increased by averaging a large number of measurements. The applied automated data collection and subsequent data processing is discussed in relation to the recommendations given in ASTM E 647, Test Method for Measurement of Fatigue Crack Growth Rates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImage processing. =650 \0$aPolyethylene (PE) =650 \0$aPolycarbonate (PC) =650 \0$aFatigue crack growth. =650 \0$aCrack length measuring. =650 \0$aCrack growth mechanisms. =650 \0$aPolyethylene. =650 \0$aHigh-densitypolyethylene. =650 \0$aFatigue Testing. =650 14$aFatigue crack growth. =650 24$aCrack length measuring. =650 24$aImage processing. =650 24$aPolyethylene (PE) =650 24$aPolycarbonate (PC) =650 24$aCrack growth mechanisms. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12657J.htm =LDR 02740nab a2200517 i 4500 =001 JTE12661J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12661J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12661J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD73.G5 =082 04$a617$223 =100 1\$aCarey, RF.,$eauthor. =245 12$aA Differential Air Deflation Quality Assurance Test for Surgical Gloves /$cRF. Carey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA new quality assurance (QA) test for surgeon's gloves is described which uses a sensitive differential pressure gage to detect glove holes as small as 0.020 mm. The test can be performed quickly and without damage to the glove. Standard holes in nickel masks, ranging in diameter from 0.015 mm to 0.10 mm, were used to calibrate test sensitivity. Air pressure losses in test gloves were compared directly to air pressure in an intact glove. Holes in glove fingers and in glove palms were made with an excimer laser and also with an acupuncture needle. These gloves were then tested with this differential air deflation test and with the standard 1000 mL water fill test. The new test offers similar test sensitivity to the 1000 mL test and, in addition, offers the possibility of quantitative leak testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGloves. =650 \0$aLeakage test. =650 \0$aAir deflation test. =650 \0$aQuality assurance (QA) =650 \0$aSurgicalgloves. =650 \0$aLatex$xadverse effects. =650 \0$aGloves, Surgical$xadverse effects. =650 14$aGloves. =650 24$aLeakage test. =650 24$aQuality assurance (QA) =650 24$aAir deflation test. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12661J.htm =LDR 02829nab a2200553 i 4500 =001 JTE104213 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104213$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104213$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.951/42$223 =100 1\$aYang, Wengai,$eauthor. =245 10$aExperimental Bend Tests to Study Mechanical Descaling of Hot-Rolled Steel Rod /$cWengai Yang, YaoHou Li, Christopher Michael Sellars. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aSimple cantilever bend testing to assess mechanical descaling of industrial hot-rolled steel rods has been developed and analysed. This test method has no contact damage to the scale, and produces a range of strains along the rod, which always include those for scale behaviour from crack initiation to complete spallation. A series of methods has been used to assess the variation of the plastic strain along the bent rods and the results have been compared with finite element modelling. Using a cyclone scanner for these measurements provides an accurate and efficient testing procedure. To compare with industrial practice, constrained bending around cylinders was also carried out. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOxide scale. =650 \0$aCantilever bend test. =650 \0$aHot-rolled steel rod. =650 \0$aMechanical descaling. =650 \0$aFerritic steel. =650 \0$aDislocations in crystals. =650 \0$aStrain hardening. =650 14$aCantilever bend test. =650 24$aHot-rolled steel rod. =650 24$aOxide scale. =650 24$aMechanical descaling. =650 24$aCritical strain measurement. =700 1\$aLi, YaoHou,$eauthor. =700 1\$aSellars, Christopher Michael,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104213.htm =LDR 03325nab a2200553 i 4500 =001 JTE104548 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104548$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104548$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aOlmi, Giorgio,$eauthor. =245 10$aLow Cycle Fatigue Experiments on Turbogenerator Steels and a New Method for Defining Confidence Bands /$cGiorgio Olmi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aThe 26 NiCrMoV 14 5 and 18Mn18Cr steels have wide applications in the manufacturing of rotors and coil retaining rings. Current studies in the literature mainly regard their metallurgical properties, while little information is available about their cyclic and fatigue behavior. There is also little information regarding possible anisotropic behavior along the tangential and radial forming directions of the aforementioned components. The cited items were tackled by running an experimental campaign with specimens machined from real components in the tangential and radial directions. The experimental procedure was very careful from the points of view of methodology, of strain control, and of fracture evaluation. Static, cyclic, and low cycle fatigue curves were determined. The data were processed for the computation of curve parameters. While an original statistical analysis inspired by ASTM E739-10 was conducted to determine hyperbolic confidence bands "wrapped around" the entire fatigue curves, relating total strain amplitudes to lives. To tackle the question of anisotropy, a novel formulation of the analysis of variance was applied to compare the fatigue curves of both materials along the two forming directions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRotor. =650 \0$aTurbogenerator. =650 \0$aConfidence bands. =650 \0$aCoil retaining ring. =650 \0$aLow cycle fatigue (LCF) =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aTurbogenerator. =650 24$aRotor. =650 24$aCoil retaining ring. =650 24$aLow cycle fatigue (LCF) =650 24$aConfidence bands. =650 24$aAnalysis of variance (ANOVA) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104548.htm =LDR 02954nab a2200529 i 4500 =001 JTE103851 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103851$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103851$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1120.5 =082 04$a676.142$223 =100 1\$aEdvardsson, S.,$eauthor. =245 12$aA Note on Wet Paper Web Adhesion Strength /$cS. Edvardsson, P. A. Gradin, P. Isaksson, M. Gulliksson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis work is concerned with the determination of the adhesion strength between a paper web and an adhesive surface. Edvardsson et al. [Edvardsson, S., Gradin, P., and Isaksson, P., "On Dissipative Effects of Paper Web Adhesion Strength," Int. J. Solids Struct., Volume 48(1), 2011, pp. 24-30] suggested recently a model that takes into account the energy dissipation caused by elastic-plastic deformation in the bent structure of a paper specimen. This model is further developed and investigated in the present work. A linear relation in plastic dissipation is discovered facilitating a novel analysis of the peeling tension and a more convenient determination of the proper adhesion strength. Industrial relevant examples are made with wet newsprint and kraft stock. A straightforward experimental procedure for determining the consistent adhesion strength is suggested. It is found that the agreement between the model and the experimental observations is good. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPaper web. =650 \0$aPeeling test. =650 \0$aAdhesion strength. =650 \0$aAdhesion. =650 \0$aContamination (Technology) =650 \0$aWaste paper$xRecycling. =650 14$aAdhesion strength. =650 24$aPaper web. =650 24$aPeeling test. =700 1\$aGradin, P. A.,$eauthor. =700 1\$aIsaksson, P.,$eauthor. =700 1\$aGulliksson, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103851.htm =LDR 03221nab a2200517 i 4500 =001 JTE104305 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104305$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104305$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.1/51363$223 =100 1\$aJie, Yu-xin,$eauthor. =245 12$aA New Method for Numerical Analysis of Reinforced Soil /$cYu-xin Jie, Bin Zhang, Guang-xin Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b47 =520 3\$aThere are two general approaches to the analysis of reinforced soil. One is to deal with the soil and the reinforcement separately, assuming that they interact with each other through friction on the interface between them. The other is to consider the reinforced soil as an anisotropic homogeneous composite, such that the forces of interaction between soil and reinforcement material become internal, something that does not appear in calculations of the stress and deformation of the composite. In this paper, a new method is proposed for the analysis of reinforced soil. The basic principle of this method is that only the soil skeleton is taken into account, while the reinforcing effect is considered as an equivalent additional stress acting on the soil skeleton in the direction of the reinforcement bedding. The existing constitutive model for soil can be directly used in this method without having to formulate new models. The procedures involved in the determination of the equivalent additional stress and other relevant parameters are also presented in the paper. Examples show that the new method can reasonably describe the stress-strain relationship of fiber-reinforced soil and soil structures reinforced with layers of reinforcement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeosynthetics. =650 \0$aReinforced soil. =650 \0$aSols$xStabilisation. =650 \0$aReinforced soils. =650 \0$aSoil stabilization. =650 14$aReinforced soil. =650 24$aGeosynthetics. =650 24$aFinite element method (FEM) =650 24$aStress-strain relationship. =700 1\$aZhang, Bin,$eauthor. =700 1\$aLi, Guang-xin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104305.htm =LDR 02704nab a2200505 i 4500 =001 JTE104297 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104297$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104297$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC688 =082 04$a621.366$223 =100 1\$aWang, F. K.,$eauthor. =245 12$aA Gauge Study for Dynamic Light Scattering and Differential Mobility Analyzer Instruments /$cF. K. Wang, H. L. Chern, T. C. Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThis paper presents the performance of dynamic light scattering (DLS) and differential mobility analyzer (DMA) instruments in measuring nanoparticle size data using a gauge repeatability and reproducibility (GR&R) study based on the mixed model. The adequacy of the measurement process was evaluated using a measure of %GR&R with its confidence interval. The results show that the performance of the DMA instrument is superior to that of the DLS with regard to all variance components of a GR&R study. However, both instruments performed poorly in terms of %GR&R. Therefore, the part and measurement system require further improvement. Using these empirical study applications, this research promotes and maintains measurement quality through procedure analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMixed model. =650 \0$aNanoparticles. =650 \0$aLasers. =650 \0$aLight$xScattering. =650 \0$aNonlinear optics. =650 14$aNanoparticles. =650 24$aMixed model. =650 24$aGauge repeatability and reproducibility. =700 1\$aChern, H. L.,$eauthor. =700 1\$aYu, T. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104297.htm =LDR 04422nab a2200637 i 4500 =001 JTE104226 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104226$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104226$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a620.1/1230151825$223 =100 1\$aMatusevich, Ariel E.,$eauthor. =245 10$aComputation of Tensile Strain-Hardening Exponents through the Power-Law Relationship /$cAriel E. Matusevich, Julio C. Massa, Reinaldo A. Mancini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aMany metals flow in the region of uniform plastic deformation following a power-law relationship, which states that true stress is proportional to true-plastic strain raised to the power n. The exponent n, known as the tensile strain-hardening exponent, can be determined from a tension test through appropriate transformations of stress-strain data and least-squares fitting of a straight line. Procedures for the computation of n have been standardized by ASTM International and ISO. Current ASTM and ISO standards differ, most notably, in the type of strain used in calculations. The ASTM procedure permits the use of true strain (true-elastic strain plus true-plastic strain), when true-elastic strain represents less than 10 % of total strain. On the other hand, the ISO version stipulates the subtraction of true-elastic strain from true strain, using a formula whose derivation is not publicly available. In this work, we revisit the expressions that enable the transformation of engineering stress-strain data to true-stress and true-plastic-strain values. Using eight tension-test curves from several materials, obtained through ASCII files publicly available at the website of the National Physical Laboratory of the United Kingdom, we compare n-values obtained via three definitions of strain: (i) true strain, (ii) conventional definition of true-plastic strain, and (iii) true-plastic strain according to the ISO formula. In addition, we investigate the dependency of the results on the strain range over which n-values are calculated. To evaluate strain-range dependency, which arises when metals do not closely follow the power-law relationship, we analyze the effect of strain intervals of increasing length and study the variation of n-values when the range of interest is divided into subintervals. To improve the approximation given by the power-law relationship over the region under analysis, we propose an alternative formulation in which the strength coefficient and the strain-hardening exponent are functions of true-plastic strain. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHollomon. =650 \0$aN-values. =650 \0$aISO 10 275. =650 \0$aTrue strain. =650 \0$aTrue stress. =650 \0$aSheet formability. =650 \0$aMetallic materials. =650 \0$aDeformations (Mechanics)$xMathematical models. =650 \0$aFinite element method. =650 \0$aStress-strain curves. =650 14$aTensile strain-hardening exponent. =650 24$aN-values. =650 24$aMetallic materials. =650 24$aSheet formability. =650 24$aHollomon. =650 24$aTrue stress. =650 24$aTrue strain. =650 24$aASTM E 646. =650 24$aISO 10 275. =700 1\$aMassa, Julio C.,$eauthor. =700 1\$aMancini, Reinaldo A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104226.htm =LDR 04252nab a2200661 i 4500 =001 JTE104471 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104471$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104471$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE192 =082 04$a625.7/072073$223 =100 1\$aApeagyei, Alex K.,$eauthor. =245 10$aCorrelation of Flow Number with Stiffness Obtained from Dynamic Shear Rheometer Testing of Extracted Binder from Asphalt Concrete Containing Recycled Asphalt Pavement /$cAlex K. Apeagyei, Stacey D. Diefenderfer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThis paper describes the results of a study that used the flow number (FN) test to evaluate the rutting susceptibility of asphalt concrete (AC) mixtures containing recycled asphalt pavement (RAP). The study compared the rut depths determined using an asphalt pavement analyzer (APA) (APA rut depth) with binder stiffness test data obtained with a dynamic shear rheometer. Both APA rut depths and binder stiffness are used to evaluate the rutting susceptibility of AC mixtures in Virginia. However, recent studies suggest that the results of the FN test might correlate better with field rutting than most existing rut tests. In addition, because currently almost all AC mixtures produced in Virginia contain RAP, extraction and recovery (ER) tests are required to obtain binder for testing. Therefore, another objective of the study was to determine whether the correlation between FN and the stiffness of recovered asphalt binders would allow the FN test to be used as a surrogate for the recovered binder stiffness. For the mixtures evaluated, the APA rut depth ranged from 0.61 to 1.99 mm, the FN from about 700 to 7500 cycles, and the binder stiffness from 1.637 to 8.498 kPa. The results show that FN was positively correlated with binder stiffness (r = 0.8507, p < 0.0001) but not correlated with APA rut depth (r = -0.2666, p = 0.3010). The results also show that APA rut depth and binder stiffness were not correlated (r = 0.01829, p = 0.944). The study concluded that FN is sensitive to binder stiffness for the mixtures considered. This suggests that the FN test could be used as a new approach for evaluating the effect of RAP on asphalt mixtures and thereby replace or minimize the use of binder ER test methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aFlow number. =650 \0$aAsphalt binder. =650 \0$aAsphalt concrete. =650 \0$aNormal propyl bromide. =650 \0$aDynamic shear rheometer. =650 \0$aExtraction and recovery. =650 \0$aSimple performance tests. =650 \0$aAsphalt. =650 \0$aPavementperformance. =650 \0$aHighway maintenance. =650 \0$aConcrete bridges. =650 14$aAsphalt binder. =650 24$aAsphalt concrete. =650 24$aExtraction and recovery. =650 24$aRecycled asphalt pavement. =650 24$aFlow number. =650 24$aDynamic shear rheometer. =650 24$aAsphalt pavement analyzer. =650 24$aRutting. =650 24$aSimple performance tests. =650 24$aNormal propyl bromide. =700 1\$aDiefenderfer, Stacey D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104471.htm =LDR 04284nab a2200541 i 4500 =001 JTE103928 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103928$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103928$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aYu, Jianhua,$eauthor. =245 10$aLaboratory Evaluation of Warm Mix Asphalt Influence on Theoretical Maximum Specific Gravity /$cJianhua Yu, R. Christopher Williams, Ashley F. Buss. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aWarm mix asphalt (WMA) technology provides sufficient workability for asphalt mixtures at reduced mixing and compaction temperatures. Depending on the WMA technology, the typical temperature reduction range is 20 °C to 55 °C below hot mix asphalt (HMA) production temperatures. WMA involves chemical and wax additives that are added to an asphalt binder or incorporated through the use of foaming technology. The main advantages of WMA are reduced emissions and a reduction in combustible fuel consumption. Ongoing WMA research projects have documented some differences between HMA and WMA mixes, prompting numerous research projects that are investigating these concerns. The purpose of this research is to evaluate the volumetric properties by directly comparing laboratory produced WMA and HMA mixes. This study investigates the impact of WMA additives on the volumetric properties, specifically, the theoretical maximum specific gravity (Gmm). The Gmm testing followed the procedure of ASTM D2041. Two mix designs with HMA binder were produced, one without recycled asphalt pavement (RAP) and the other with 30 % RAP. After the mix designs were completed, no additional changes were made to account for the addition of the WMA technology. The mixes included the WMA technologies Sasobit and Advera, as well as an HMA control, for a total of six different laboratory produced mixes. Each mix was produced at 120 °C, 135 °C, and 150 °C, and each mix was oven cured for 1, 2, and 4 h. The test results were analyzed using statistical principles to determine whether differences in the Gmm values were statistically significant. The results show that temperature has little impact on Gmm. Gmm was not affected by curing times of 1 and 2 h, but the longer curing time of 4 h resulted in a statistically significant increase in Gmm. Further analysis revealed that the mix sensitivity to curing time depends on the amount of RAP in the mix. For the mix designs studied, the Advera Gmm values were similar to the HMA values, but the Sasobit Gmm values were statistically lower than the Advera values. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVolumetrics. =650 \0$aWarm mix asphalt. =650 \0$aStatistical analysis. =650 \0$aAsphalt concrete$vHandbooks, manuals, etc. =650 \0$aMixtures$xDesign$vHandbooks, manuals, etc. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aWarm mix asphalt. =650 24$aVolumetrics. =650 24$aStatistical analysis. =700 1\$aWilliams, R. Christopher,$eauthor. =700 1\$aBuss, Ashley F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103928.htm =LDR 03064nab a2200553 i 4500 =001 JTE104419 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104419$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104419$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA276.4 =082 04$a519.5/0285/536$223 =100 1\$aDabiru, Venkata Rambabu,$eauthor. =245 12$aA Linear S-N Curve with Load Dependent Variance and Explicit Failure Probability /$cVenkata Rambabu Dabiru, Anindya Chatterjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aWe reconsider standard uniaxial fatigue test data obtained from handbooks. Many S-N curve fits to such data represent the median life and exclude load-dependent variance in life. Presently available approaches for incorporating probabilistic aspects explicitly within the S-N curves have some shortcomings, which we discuss. We propose a new linear S-N fit with a prespecified failure probability, load-dependent variance, and reasonable behavior at extreme loads. We fit our parameters using maximum likelihood, show the reasonableness of the fit using Q-Q plots, and obtain standard error estimates via Monte Carlo simulations. The proposed fitting method may be used for obtaining S-N curves from the same data as already available, with the same mathematical form, but in cases in which the failure probability is smaller, say, 10 % instead of 50 %, and in which the fitted line is not parallel to the 50 % (median) line. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aS-N curve. =650 \0$aSurvival analysis. =650 \0$aHeteroscedasticity. =650 \0$aLoad dependent variance. =650 \0$aMathematical statistics$xData processing. =650 \0$aFailure time data analysis. =650 \0$aSurvival analysis (Biometry) =650 14$aFatigue. =650 24$aS-N curve. =650 24$aLoad dependent variance. =650 24$aHeteroscedasticity. =650 24$aSurvival analysis. =700 1\$aChatterjee, Anindya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104419.htm =LDR 02822nab a2200517 i 4500 =001 JTE104407 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104407$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104407$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169.3; =082 04$a620/.00452$223 =100 1\$aXia, Xintao,$eauthor. =245 10$aReliability Evaluation of Failure Data with Poor Information /$cXintao Xia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aFor costly and dangerous experiments, growing attention has been paid to the problem of the reliability of failure data with small sample sizes. The existing reliability theory relies on a given probability distribution, such as the Weibull distribution and the exponential distribution; thus it is ineffective if the probability distribution is unknown. This paper proposes the grey bootstrap method for the reliability analysis of very few failure data with a known or unknown probability distribution. The grey bootstrap method can be employed to generate many simulated data with few data outputted by a population, as well as to imitate the probability distribution of this population. The experimental investigation shows that the grey bootstrap method is effective in analyzing reliability with small sample sizes without any prior information of the probability distribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReliability. =650 \0$aFailure data. =650 \0$aSmall sample. =650 \0$aInformation poor system. =650 \0$aAccelerated life testing. =650 \0$aReliability (Engineering) =650 \0$aFailure time data analysis. =650 14$aReliability. =650 24$aFailure data. =650 24$aSmall sample. =650 24$aInformation poor system. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104407.htm =LDR 02630nab a2200577 i 4500 =001 JTE104329 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104329$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104329$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.11$223 =100 1\$aYan, Xiangqiao,$eauthor. =245 10$aElliptical Hole-Crack Problems in an Infinite Plate Subjected to Internal Pressure /$cXiangqiao Yan, Chengqing Miao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper deals with elliptical hole-crack problems in an infinite plate subjected to internal pressure by using a hybrid displacement discontinuity method (a boundary element method). Numerical results of the stress intensity factors (SIFs) are given. Especially, a few dimensionless parameters are introduced and it is illustrated using some examples that the dimensionless parameters have theoretically a guidance role for hole-crack design in an explosive engineering. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aHole-crack. =650 \0$aCrack-tip element. =650 \0$aExplosive engineering. =650 \0$aFracture mechanics. =650 \0$aStress intensity factor. =650 \0$aBoundary element methods. =650 14$aHole. =650 24$aCrack. =650 24$aHole-crack. =650 24$aStress intensity factor. =650 24$aBoundary element method. =650 24$aCrack-tip element. =650 24$aDisplacement discontinuity method. =650 24$aExplosive engineering. =700 1\$aMiao, Chengqing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104329.htm =LDR 03039nab a2200517 i 4500 =001 JTE104272 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104272$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104272$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7870 =082 04$a621.38132$223 =100 1\$aWang, Zong Ren,$eauthor. =245 10$aExperimental Study of Thermal Contact Conductance Based on Heat-Transfer Theory with Variable Thermal Conductivity /$cZong Ren Wang, Jun Yang, Mingyuan Yang, Weifang Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aTo calculate the interface temperature drop ?T during the thermal contact conductance (TCC) testing, an optimization computing method based on the one-dimensional steady heat-transfer theory with variable thermal conductance is proposed in this paper. This method takes into account the physical process of heat transfer adequately, which can calculate the temperature drop (?T) accurately. Besides, a practical engineering example is utilized to demonstrate the applicability of the proposed approach. By using the optimization computing method along with traditional linear fitting method, the testing values of TCC obtained from the interfaces of the structural materials GH4169 and K417 used in aero-engines are studied and compared. The results show that there are large errors and poor stability in the traditional linear fitting method, and the relative errors of these two methods vary from about 3 % to 17 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAero-engine. =650 \0$aElectronic circuit design. =650 \0$aElectronic circuits$xTemperature compensation. =650 \0$aTemperature control. =650 14$aThermal contact conductance (TCC) =650 24$aThermal contact resistance (TCR) =650 24$aTemperature compensation; optimization. =650 24$aAero-engine. =700 1\$aYang, Jun,$eauthor. =700 1\$aYang, Mingyuan,$eauthor. =700 1\$aZhang, Weifang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104272.htm =LDR 03776nab a2200493 i 4500 =001 JTE104521 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104521$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104521$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.6$223 =100 1\$aUnderwood, B. Shane,$eauthor. =245 10$aComprehensive Evaluation of Small Strain Viscoelastic Behavior of Asphalt Concrete /$cB. Shane Underwood, Y. Richard Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aAsphalt concrete (AC) is a heterogeneous material affected by viscoelastic and viscoplastic processes, as well as by damage and localized irregularities in the material fabric. However, under specific strain regimens, certain of these mechanisms are less active, and the constitutive relationships of the material can be modeled using simplified mechanistic principles. One simplifying assumption that is typically applied to AC for the purposes of response and performance modeling is that of linear viscoelasticity (LVE). In this paper, the behavior of AC at small strain levels, when LVE models can most accurately describe the constitutive relationship, is described. This work differs from the significant literature presented elsewhere because a more strict definition of the LVE strain regimen has been adhered to. This protocol limits the total peak-to-peak strain amplitude to 50 to 75 microstrains, the tensile strain amplitude to 37.5 microstrains, the total accumulated compressive strain to 1500 microstrains, and the total accumulated tensile strain to 150 microstrains. It is shown that when this stricter protocol is followed, AC exhibits the same fundamental characteristics whether loaded in compression, tension, or indirect tension. Evidence is also presented showing that AC, when compacted by gyratory compaction, does not show anisotropic tendencies at these strain levels. AC shows stress state and strain level dependencies that are inconsistent with rigorous LVE theory. Due to the inconsistencies between the material responses and the theory, the behavior of AC at even the small strain levels used in this research cannot be rigorously referred to as LVE. Further study is needed in order to fully assess the implications of this finding as it relates to day-to-day engineering practice and to the advanced mechanistic modeling of AC materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aViscoelastic. =650 \0$aDynamic modulus. =650 \0$aAsphalt concrete. =650 \0$aMaterials$xTesting. =650 \0$aViscoelasticity. =650 14$aViscoelastic. =650 24$aAsphalt concrete. =650 24$aDynamic modulus. =700 1\$aKim, Y. Richard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104521.htm =LDR 03558nab a2200541 i 4500 =001 JTE104136 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104136$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104136$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC901.7.H45 =082 04$a616.614062$223 =100 1\$aShim, Hun,$eauthor. =245 14$aThe Development and Evaluation of Blood Volume Measuring System for Blood Culture Quality Improvement /$cHun Shim, Kab Seung Kim, Young Uh, Dong Min Seo, Hyo Youl Kim, Young Ro. Yoon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe blood volume is the most important factor affecting the sensitivity of blood cultures. However, there has not been a system for measuring blood volume prior to starting the blood culture process. The aim of this study is to develop a blood volume measuring system and to evaluate its usability in a clinical setting. A system for measuring blood volume in a culture bottle using digital scales was designed. The suggested system was installed and evaluated in the Department of Laboratory Medicine. During the 13-month period, the weight of blood bottles before inoculation and blood volumes in 113 564 blood culture bottles were analyzed. The weight differences between bottles were up to 12 g and about 9 g for bottles distributed by BACTEC and bioMérieux, respectively. Of the 113 564 aforementioned bottles, 96 661 cultures were analyzed from patients over the ages of 18. After the application of blood volume measuring systems, the adequate blood volume submission ratio increased from 4.9 % to about 10 %. After the intervention, the proportions of bottles for adequate submissions showed an increasing trend. In routine clinical practice, providing regular feedback and education regarding the adequate blood volumes for culture to clinicians and nurses would be a good way to maintain quality of the blood culture results and to reduce culture bottles being submitted with an inadequate amount of sample. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlood culture. =650 \0$aVolume measurement. =650 \0$aHemodialysis$xEvaluation. =650 \0$aBlood volume. =650 14$aBlood volume. =650 24$aBlood culture. =650 24$aVolume measurement. =650 24$aLaboratory automation system. =700 1\$aKim, Kab Seung,$eauthor. =700 1\$aUh, Young,$eauthor. =700 1\$aSeo, Dong Min,$eauthor. =700 1\$aKim, Hyo Youl,$eauthor. =700 1\$aYoon, Young Ro.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104136.htm =LDR 03558nab a2200553 i 4500 =001 JTE103932 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103932$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103932$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a624.1/834$223 =100 1\$aCho, Tongjun,$eauthor. =245 10$aMeasurement of Creep-induced Change of Dynamic Stiffness of Resilient Materials Used for Impact Sound Isolation in Floating Floors /$cTongjun Cho. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThe creep-induced change of the dynamic stiffness of resilient materials used in vibration isolation systems in floating floors is an important issue, especially with regard to the use of open cell resilient materials, because the change in the dynamic stiffness is a key factor in the performance of vibration isolators, and open cell materials are vulnerable to creep deformation. This study proposes a method for measuring the creep-induced change of the dynamic stiffness that employs quasi-static mechanical analysis under the assumption that the creep-induced change of the mechanical structure of the resilient material is independent of time and stress. The pre-creep dynamic properties of a sample resilient layer measured with a method very similar to the one recommended in ISO 9052-1 are compared with the data measured with the proposed method, and the results illustrate the consistency in the data measured with the two methods. A proposed creep test is performed for a sample resilient layer including open cell material used for a floating floor, and the change in the dynamic stiffness due to creep deformation is assessed by combining the proposed method and the creep test data. The study indicates that the proposed method is able to assess the creep-induced change of the dynamic stiffness and could be useful for the design of vibration isolation systems in long-term use. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFloating floor. =650 \0$aCreep deformation. =650 \0$aDynamic stiffness. =650 \0$aResilient material. =650 \0$aVibration isolator. =650 \0$aConcrete$xCreep. =650 \0$aConcrete$xExpansion and contraction. =650 \0$aConcrete$xCreep$xCongresses. =650 \0$aConcrete$xExpansion and contraction$xCongresses. =650 14$aVibration isolator. =650 24$aFloating floor. =650 24$aResilient material. =650 24$aDynamic stiffness. =650 24$aCreep deformation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103932.htm =LDR 03513nab a2200577 i 4500 =001 JTE103863 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103863$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103863$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL295 =082 04$a629.2/482$223 =100 1\$aLee, Jusang,$eauthor. =245 12$aA Comparison Study of Friction Measurements for Chip Seal /$cJusang Lee, Jaejun Lee, Y. Richard Kim, Sungho Mun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis paper presents a development in measuring skid resistance in a laboratory performance test for chip seal. It is important to develop a relationship between the British pendulum test (BPT) and the locked-wheel skid test (LWST), or grip tester (GT). The chip seal is a typical pavement preservation treatment used by the North Carolina Dept. of Transportation (NCDOT). In North America, loss of skid resistance is a common road condition that indicates the need for a chip seal, as one of the major advantages of chip seal is an increase in skid resistance. Most agencies have a specified cycle in which skid resistance is measured as a part of their pavement-management system. These skid resistance measurements are invaluable when deciding which roads require chip seal [Gransberg, D. D. and James, D. M. B., "Chip Seal Best Practices," NCHRP Synthesis of Highway Practice 342, Transportation Research Board of the National Academies, Washington, D.C., 2005]. In this study, skid resistance was evaluated on 14 selected chip seals using three different tests: the BPT, LWST, and GT. The correlation between British pendulum number (BPN) and skid number (SN) was relatively strong with an R2 value of 0.74. This finding indicated that the BPN measured in the laboratory could be utilized for predicting the SN, which cannot be measured in the laboratory. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChip seal. =650 \0$aGrip tester. =650 \0$aSkid resistance. =650 \0$aBritish pendulum test. =650 \0$aLocked-wheel skid test. =650 \0$aTires$xTraction. =650 \0$aAutomobiles$xSkidding. =650 \0$aPavements$xSkid resistance. =650 14$aSkid resistance. =650 24$aChip seal. =650 24$aLocked-wheel skid test. =650 24$aGrip tester. =650 24$aBritish pendulum test. =700 1\$aLee, Jaejun,$eauthor. =700 1\$aKim, Y. Richard,$eauthor. =700 1\$aMun, Sungho,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103863.htm =LDR 02902nab a2200553 i 4500 =001 JTE103388 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103388$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103388$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.36 =082 04$a621.3$223 =100 1\$aQi, Gong-Jin,$eauthor. =245 10$aIn Situ Eddy-Current Testing on Low-Pressure Turbine Blades of Aircraft Engine /$cGong-Jin Qi, Hong Lei, Gang-Qiang Fu, Peng Jing, Jun-Ming Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aTo realize in situ testing on low-pressure turbine blades of aircraft engines, eddy-current testing was studied through probe design, artificial defect sample testing, and practical field applications. The eddy-current probe was composed of a differential coil with dual magnetic cores, flexible spring steel strip, and elongating composite shank, which, respectively, provided high detection sensitivity on the turbine blade defect, appropriate contact between the probe and the curving blade surface, and adequate extent for the long distance of in situ inspection. Practical applications in engine turbine blades testing proved that the eddy-current probe successfully solved the in situ testing difficulties, including poor accessibility, limited detection space, and strong interference signals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIn situ. =650 \0$aTurbine blade. =650 \0$aAircraft engine. =650 \0$aEddy-current testing. =650 \0$aEddy current testing. =650 \0$aNondestructive testing. =650 14$aAircraft engine. =650 24$aTurbine blade. =650 24$aIn situ. =650 24$aEddy-current testing. =700 1\$aLei, Hong,$eauthor. =700 1\$aFu, Gang-Qiang,$eauthor. =700 1\$aJing, Peng,$eauthor. =700 1\$aLin, Jun-Ming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103388.htm =LDR 02988nab a2200529 i 4500 =001 JTE104660 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104660$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104660$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1025.3 =082 04$a370.15/23$223 =100 1\$aPearn, W. L.,$eauthor. =245 13$aAn Effective Powerful Test for Supplier Selection Evaluation with Multiple Characteristics /$cW. L. Pearn, Y. T. Tai, C. Y. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aSupplier selection in high-tech manufacturing industries has become more essential and has received considerable attention. In this paper, we consider a supplier selection problem with multiple characteristics in which we compare two-sided processes with multiple characteristics and select the better one with the higher capability. We first review an approach referred to as the division method. We then develop a new approach called the subtraction method. We compare the two methods in terms of their selection power. The results show that the proposed subtraction method is indeed more powerful than the division method. Two supplier-selection procedures are developed for practical applications. For practitioners' convenience in applying our procedures, the various sample sizes required for designated selection powers are tabulated and discussed. For illustration purposes, a case is considered and solved for supplier selection evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield. =650 \0$aMultiple characteristics. =650 \0$aMultiple intelligences. =650 \0$aSpecial education. =650 \0$aStudent assessment. =650 \0$aTeaching methods. =650 \0$aEvaluation methods. =650 14$aSupplier selection evaluation. =650 24$aYield. =650 24$aMultiple characteristics. =700 1\$aTai, Y. T.,$eauthor. =700 1\$aWang, C. Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104660.htm =LDR 04488nab a2200589 i 4500 =001 JTE104559 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104559$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104559$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL269 =082 04$a629.246$223 =100 1\$aSenabre, C.,$eauthor. =245 10$aComparative Analysis of Brake Data of Vehicles on Two Different Ministry of Transport Brake Roller Testers /$cC. Senabre, E. Velasco, S. Valero. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe research described herein was carried out by the mechanical engineering staff at the mechanical laboratory of Miguel Hernández University (UMH) in Elche, Spain. This study compares the braking of a vehicle on two different Ministry of Transport (MOT) brake testers. We have analyzed mathematical formulas about braking on MOT brake testers, and we indicate which factors could have a theoretical influence in braking on a rolling road. If the tire pressure is varied, false results might be obtained from the brake tester, meaning that if tires are inflated at a low pressure, the vehicle will not pass the MOT brake test even if the brakes are in good condition. Conversely, if the brakes are in bad condition but the tire pressure is higher than that recommended by the manufacturer, a false passing rating might be produced. This article attempts to show that the MOT brake testing equipment is often wrong and inexact, and it provides data and graphs to prove that tire pressure can be a determining factor when assessing the condition of brakes. We also study the influence of the wheel base between rollers in brake and slip data measurements. A car is placed on a bank of rollers with the handbrake released; the rollers then move at a constant speed of 5 km/h, and the brake pedal is depressed until 100 % slippage is obtained. A velocity of 5 km/h is sufficient to obtain 100 % slippage. The pressure in the hydraulic brake circuit on the right front wheel of the vehicle is also measured with a hydraulic sensor in the hydraulic pipe of the right front wheel. We can obtain the slippage by measuring the angular velocity of the wheel and the roller. The angular velocity is determined by two encoders, the first fitted on the brake roller tester and the second on the wheel of the vehicle. At UMH we have one MOT brake roller tester with a 450 mm distance between each roller where we have measured brake and slip. We also compare the results with those from another MOT station at which the roller tester has only 410 mm between the rollers and analyze the difference. This article demonstrates that the MOT brake and slide data results depend on the distance between rollers, the tire type, and the pneumatic pressure. Data and graphs are provided to substantiate the findings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBraking. =650 \0$aRoller bed. =650 \0$aBrake roller tester. =650 \0$aDistance between rollers. =650 \0$aHydraulic Brakes. =650 \0$aBrake Design. =650 \0$aBrake Effectiveness. =650 \0$aBrake Performance. =650 \0$aBrake Testing. =650 \0$aData Analysis. =650 14$aBraking. =650 24$aMinistry of Transport (MOT) =650 24$aBrake roller tester. =650 24$aRoller bed. =650 24$aDistance between rollers. =700 1\$aVelasco, E.,$eauthor. =700 1\$aValero, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104559.htm =LDR 03076nab a2200505 i 4500 =001 JTE104414 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104414$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104414$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH541.15.H34 =082 04$a639.90941$223 =100 1\$aPearn, W. L.,$eauthor. =245 10$aImplementation of Evaluating Process Capability Index Cpk for Processes with Multiple Characteristics /$cW. L. Pearn, C. H. Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aProcess yield has been the most common criterion used in the manufacturing industry for measuring process performance. In many industrial applications, processes often have multiple characteristics with various specifications. The generated yield index CpkT establishes the relationship between the manufacturing specifications and the actual process performance, which provides a lower bound on process yield. In this paper, the explicated formula of the lower confidence bound is derived, and then the lower confidence bound for various values of ?-risk, capability requirements, and sample sizes are calculated via the use of R programs. The lower confidence bound is essential to product reliability assurance and is important in the hypothesis testing of process capability. We not only provide some reliable lower confidence bound tables but also develop a simple and practical procedure for engineers. The practitioners can use the proposed procedure to determine whether their process meets the preset capability requirement and to make reliable decisions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCapability index. =650 \0$aProduction yield. =650 \0$aLower confidence bound. =650 \0$aHabitat (Ecology)$xMathematical models. =650 \0$aHabitat suitability index models. =650 \0$aLand capability for wildlife. =650 14$aCapability index. =650 24$aLower confidence bound. =650 24$aProduction yield. =700 1\$aWu, C. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104414.htm =LDR 03035nab a2200541 i 4500 =001 JTE104253 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104253$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104253$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/18$223 =100 1\$aWang, RongWu,$eauthor. =245 10$aCharacterizing Profiled Fibers by Multiscale Shape Representations /$cRongWu Wang, LiPing Tang, PeiFeng Zeng, BuGao Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis paper presents a multiscale shape representation approach for measuring the metrological characteristics of profiled fibers. From closed edge chains of a fiber cross section, three points are selected with evenly spaced indices to form a triangle, and the triangle area representation (TAR) is calculated with the determinant of a coordinate array of the three points. The bend direction of two consecutive lines drawn with the three vertices determines the sign of the TAR. Negative and positive TARs, denoted as TARN and TARP, respectively, are used to detect concave and convex segments on the boundary. The size of objects in a TARN or TARP graph reflects the degree of concaveness or convexness. If the index spacing is changed, a series of TARs with different scales can be obtained. Multiscale TARNs and TARPs can be used to recognize the basic shapes of profiled fibers, assess concavity, and detect fiber conglutinations for precise separation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCross section. =650 \0$aProfiled fiber. =650 \0$aFiber conglutination. =650 \0$aFibers$xMaterials. =650 \0$aFibrous composites$xMaterials. =650 \0$aRefractory materials. =650 14$aProfiled fiber. =650 24$aCross section. =650 24$aConcave and convex segment. =650 24$aFiber conglutination. =700 1\$aTang, LiPing,$eauthor. =700 1\$aZeng, PeiFeng,$eauthor. =700 1\$aXu, BuGao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104253.htm =LDR 02621nab a2200505 i 4500 =001 JTE104520 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104520$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104520$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA402 =082 04$a003$223 =100 1\$aHo, Elaine,$eauthor. =245 10$aEvaluating the Entry Mode for Taiwan Insurance Companies by Using AHP Sensitivity /$cElaine Ho, Chun Yueh Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis work presents an evaluation model that adopts several important criteria, enabling the Taiwan insurance industry to enter into the Chinese market in the most appropriate way. Major criteria weights are analyzed using an analytic hierarchy process (AHP) and sensitivity analysis. The results of the analysis indicate that the proposed evaluation model enables the Taiwan insurance industry to enter into the Chinese market more objectively by allowing companies to deploy effectively. Importantly, the proposed model can provide Taiwan's insurance industry accreditation policy with reference material, making it highly applicable for academic and commercial purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEntry mode. =650 \0$aInsurance industry. =650 \0$aSensitivity analysis. =650 \0$aSystemanalysis. =650 \0$aSensitivitytheory (Mathematics) =650 14$aEntry mode. =650 24$aAnalytic hierarchy process (AHP) =650 24$aSensitivity analysis. =650 24$aInsurance industry. =700 1\$aLin, Chun Yueh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104520.htm =LDR 03229nab a2200637 i 4500 =001 JTE104431 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104431$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104431$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/1233$223 =100 1\$aLi, Qiang,$eauthor. =245 14$aThe Creep Testing Apparatus (CRETA) :$bA New Testing Device for Measuring the Viscoelasticity of Joint Sealant /$cQiang Li, Raphael W. Crowley, David B. Bloomquist, Reynaldo Roque. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA new device, the Creep Testing Apparatus (CRETA), has been developed for use in determining the viscoelastic properties of joint sealant. Creep tests were conducted on two types of silicone sealant: self-leveling (SL) and non-self-leveling (NS). The results appear to indicate that the silicone sealant tested is a linear viscoelastic material and that its creep response does not appear to be sensitive to temperature variations from 0 °C to 60 °C. Further creep tests were conducted under artificial aging conditions. Hot water aging appears to cause both SL and NS sealant to become softer and more ductile. Freeze-thaw aging did not appear to have an effect on the viscoelastic properties. Oven aging did not appear to affect SL sealant, but it did cause NS sealant to become stiffer. These results might be useful in a long-term joint performance model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aCreep. =650 \0$aSilicone. =650 \0$aJoint sealant. =650 \0$aConcrete pavement. =650 \0$aLiner viscoelasticity. =650 \0$aTemperature sensitivity. =650 \0$aViscoelasticity. =650 \0$aMaterials$xCreep. =650 \0$aStress relaxation (Physics) =650 14$aCreep. =650 24$aViscoelasticity. =650 24$aJoint sealant. =650 24$aSilicone. =650 24$aTemperature sensitivity. =650 24$aLiner viscoelasticity. =650 24$aAging. =650 24$aConcrete pavement. =700 1\$aCrowley, Raphael W.,$eauthor. =700 1\$aBloomquist, David B.,$eauthor. =700 1\$aRoque, Reynaldo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104431.htm =LDR 03677nab a2200589 i 4500 =001 JTE103943 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103943$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103943$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.1/363$223 =100 1\$aLee, Moon-Sup,$eauthor. =245 10$aEstimation of Optimum Compaction Temperature for PMA and WMA Mixtures by Volumetric Property Evaluation /$cMoon-Sup Lee, Sungun Kim, Kwang W. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe optimum compaction temperature (OCT) is defined as the temperature at which asphalt provides proper viscosity in an asphalt mixture. For normal asphalt, the proper viscosity level has been suggested as 280 ± 30 mm2/s by the American Association of State Highway and Transportation Officials (AASHTO). This suggestion has been effectively utilized in selecting the OCT of normal hot-mix asphalt (HMA). However, because polymer-modified asphalt (PMA) and warm-mix asphalt (WMA) have been used recently, it is difficult to apply this method in general. This study evaluates important volumetric properties (air void ratio and void filled with asphalt) of HMA and WMA mixes. The three binders evaluated included 64-22 and 76-22 for HMA and 70-22 for WMA for dense-graded asphalt mixtures compacted using a Superpave gyratory compactor. The OCT at which the optimum asphalt content could be obtained was determined for the three binders. The OCTs obtained via volumetric property evaluation were 20 °C and 38 °C lower than the values determined via the AASHTO method for PMA and WMA. In mechanical performance comparisons, the mixture compacted at the lower OCT was not inferior to the mixture compacted at a higher OCT. It is therefore concluded that the OCT should be determined based on the volumetric property of mixtures, because compaction is not solely a function of viscosity, especially for PMA and WMA mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWarm mix asphalt. =650 \0$aGyratory compactor. =650 \0$aKinematic viscosity. =650 \0$aVolumetric property. =650 \0$aPolymer-modified asphalt. =650 \0$aConcrete$xPlastic properties. =650 \0$aConcrete$xViscosity. =650 \0$aConcrete. =650 \0$aRheology. =650 14$aOptimum compaction temperature. =650 24$aVolumetric property. =650 24$aKinematic viscosity. =650 24$aWarm mix asphalt. =650 24$aPolymer-modified asphalt. =650 24$aGyratory compactor. =700 1\$aKim, Sungun,$eauthor. =700 1\$aKim, Kwang W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103943.htm =LDR 03071nab a2200541 i 4500 =001 JTE103862 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103862$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103862$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.5.B3 =082 04$a624.1/83423$223 =100 1\$aGundes Bakir, Pelin,$eauthor. =245 10$aSystem Identification of a Reinforced Concrete Building Using the Complex Mode Indicator Function and the Hilbert Transform Techniques /$cPelin Gundes Bakir, Ender M. Eksioglu, Serhat Alkan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThe complex mode indication function (CMIF) technique is a singular value decomposition enhancement of the classical peak picking (PP) technique. The disadvantages of the PP technique, namely, its inability to identify closely spaced modes, are largely resolved in CMIF due to the singular value decomposition. Recently, a frequency domain based technique that uses the biased frequency response functions obtained from the Hilbert transform of power spectral densities has been proposed. In this study, the PP, CMIF, and Hilbert transform techniques are successfully applied to the measured output data from a typical instrumented school building in Istanbul. The study clearly shows that the techniques can successfully identify the modal parameters and give similar results for the eigenfrequencies and mode shapes. However, there are some differences in the damping ratio estimates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBuildings. =650 \0$aAmbient vibration. =650 \0$aCivil engineering. =650 \0$aConcrete beams$xTesting. =650 \0$aReinforced concrete construction. =650 14$aSingular value decomposition. =650 24$aFrequency domain decomposition. =650 24$aAmbient vibration. =650 24$aOutput only modal analysis. =650 24$aBuildings. =650 24$aCivil engineering. =700 1\$aEksioglu, Ender M.,$eauthor. =700 1\$aAlkan, Serhat,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103862.htm =LDR 03853nab a2200625 i 4500 =001 JTE104194 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104194$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104194$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE211 =082 04$a625.7$223 =100 1\$aKhalife, Roy,$eauthor. =245 10$aEvaluation of Durability of Stabilized Clay Specimens Using Different Laboratory Procedures /$cRoy Khalife, Pranshoo Solanki, Musharraf M. Zaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aIn this comprehensive laboratory study, different tests-namely, investigations of the unconfined compressive strength (UCS) at the end of freeze-thaw/wet-dry (F-T/W-D) cycles, the resilient modulus (Mr) at the end of F-T/W-D cycles, vacuum saturation, and moisture susceptibility-were used to evaluate the durability of cementitiously stabilized subgrade soils. Two fat clays commonly encountered as subgrade soils in Oklahoma, Dennis and Lomill series, were utilized. These soils were stabilized with 6 % hydrated lime (or lime), 10 % class C fly ash (CFA), or 10 % cement kiln dust (CKD). Cylindrical specimens of three different sizes were compacted and cured for seven days. Then, Harvard miniature specimens were tested for UCS at the end of F-T/W-D cycles and moisture susceptibility (five-hour soaking). Additionally, cylindrical specimens were tested for Mr at the end of F-T and W-D cycles to evaluate the effect of F-T and W-D cycles on Mr. Furthermore, Proctor size specimens were tested for UCS after vacuum saturation. All the specimens showed a decrease in UCS values at the end of F-T cycles and vacuum saturation. In general, all the specimens tested in this study showed an increase in UCS values at the end of one W-D cycle. The Mr values of both raw and stabilized soil specimens were found to decrease with an increase in the number of F-T or W-D cycles. Both soils showed the maximum resistance to F-T and W-D cycles after being stabilized with 6 % lime, as compared to 10 % CFA and 10 % CKD. A similar trend was evident in both moisture susceptibility and vacuum saturation tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aSubgrade. =650 \0$aDurability. =650 \0$aCement kiln dust. =650 \0$aResilient modulus. =650 \0$aCement$zKansas. =650 \0$aKiln dust. =650 \0$aSubgrade (Pavements) =650 \0$aAtterberg limits. =650 \0$aDurability tests. =650 \0$aCement. =650 \0$aSoil stabilization. =650 14$aLime. =650 24$aFly ash. =650 24$aCement kiln dust. =650 24$aDurability. =650 24$aResilient modulus. =650 24$aSubgrade. =700 1\$aSolanki, Pranshoo,$eauthor. =700 1\$aZaman, Musharraf M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104194.htm =LDR 03352nab a2200517 i 4500 =001 JTE104274 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104274$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104274$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB3060.33.S42 =082 04$a373.126/2$223 =100 1\$aCepni, Salih,$eauthor. =245 10$aMiddle School Science and Items of High School Entrance Examination :$bExamining the Gap in Turkey /$cSalih Cepni, Yilmaz Kara, Emine Cil. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b53 =520 3\$aThis study presents findings from an analysis of the Turkish Science and Technology Curriculum Guidelines and their alignment to the university entrance examination. The analysis of the Science and Technology Curriculum focused on various related aspects: content areas and learning outcomes in terms of scientific process skills, science technology society and environment, attitudes and values, and cognitive objectives. The level determination examination (LDE) questions, which would allow for enrollment at elite high schools and would inevitably affect middle school students' university choices, were analyzed in an alignment study regarding the contents of the science and technology program. In order to investigate the relationship between high school science teaching and high school entrance examination, all relevant documents were analyzed by ten science teachers, who have been teaching science and technology courses at middle schools and are concurrently doctoral students at the science education department. The results indicated that the LDE questions and standards were not fully aligned because the first two alignment criteria have a high consistency while a range of knowledge and balance of representation criteria have a low consistency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCurricular studies. =650 \0$aAssessment frameworks. =650 \0$aLarge-scale examinations. =650 \0$aHigh schools$xEntrance examinations. =650 \0$aIndependent School Entrance Examination. =650 \0$aSecondary School Admission Test. =650 14$aCurricular studies. =650 24$aAssessment frameworks. =650 24$aLarge-scale examinations. =700 1\$aKara, Yilmaz,$eauthor. =700 1\$aCil, Emine,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104274.htm =LDR 02915nab a2200481 i 4500 =001 JTE104263 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104263$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104263$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK4388 =082 04$a621.32/5$223 =100 1\$aTai, Y. T.,$eauthor. =245 10$aEvaluating Process Yield for LED Assembly under Undetected Process Parameter Change /$cY. T. Tai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe technology of light emitting diode (LED) assembly has become more popular due to the high demand for LED backlight modules, which can provide desirable characteristics such as a wide color gamut, a high dimming ratio, a long lifetime, and high power efficiency. For LED assembly processes, the distance between LEDs is one of the key parameters because the uniformity of an LED backlight module can be affected by it. In order to obtain good optical performance of an LED backlight module, the process yield of the parameter needs to be controlled well. Conventionally, process yields of LED assembly processes are evaluated using typical capability index methods under the essential assumption that the processes are stable. However, some inevitable process parameter changes regarding the distance between LEDs might exist on the shop floor. In order to evaluate the process yield more accurately, this paper presents an accommodated capability index method for process yield evaluation under undetected process parameter changes. For illustration purposes, an application is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLED assembly. =650 \0$aProcess yield. =650 \0$aParameter change. =650 \0$aLED lighting. =650 \0$aUrban agriculture. =650 14$aLED assembly. =650 24$aProcess yield. =650 24$aParameter change. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104263.htm =LDR 03226nab a2200637 i 4500 =001 JTE103363 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103363$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103363$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA277 =082 04$a519.5/6$223 =100 1\$aKe, Jau-Chuan,$eauthor. =245 12$aA Standby System with General Repair and Imperfect Switching /$cJau-Chuan Ke, Stéphane M. F. Yen, Tzu-Hsin Liu, Ying-Lin Hsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aWe study the statistical inferences of an availability system with imperfect switching, with the system consisting of one active component and one warm standby. The time-to-failure and time-to-repair of components are assumed to follow an exponential and a general distribution, respectively. We construct a consistent and asymptotically normal estimator of the availability of such a repairable system. Based on this estimator, an interval estimation and a testing hypothesis are developed using logit transformation. To implement the simulation inference for the system availability, we adopt two repair-time distributions, namely, lognormal and Weibull. Three Weibull distributions characterized by distinct shape parameters are considered. Finally, all simulation results are displayed in appropriate tables and curves to highlight the performance of the statistical inference procedures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandby. =650 \0$aSimulation. =650 \0$aAvailability. =650 \0$aPower function. =650 \0$aHypothesis test. =650 \0$aImperfect switch. =650 \0$aDistribution-free. =650 \0$aGoodness-of-fit tests. =650 \0$aStatistical hypothesis testing. =650 \0$aAjustement, tests d' (Statistiques) =650 \0$aStatistischer Test. =650 14$aAvailability. =650 24$aDistribution-free. =650 24$aImperfect switch. =650 24$aHypothesis test. =650 24$aPower function. =650 24$aSimulation. =650 24$aStandby. =700 1\$aYen, Stéphane M. F.,$eauthor. =700 1\$aLiu, Tzu-Hsin,$eauthor. =700 1\$aHsu, Ying-Lin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103363.htm =LDR 03566nab a2200553 i 4500 =001 JTE104269 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104269$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104269$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV979.S63 =082 04$a796.352/06/873$223 =100 1\$aChen, Kuen-Suan,$eauthor. =245 12$aA Study of Process Quality Assessment for Golf Club-Shaft in Leisure Sport Industries /$cKuen-Suan Chen, Hsi-Tien Chen, Ching-Hsin Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aEffective management of process quality is crucial for attracting customers and maintaining their loyalty, and the quantification of quality for processes with multiple characteristics has recently been receiving considerable attention. This paper proposes a comprehensive process quality index to provide numerical measures for the precision, accuracy, and performance of processes in the manufacturing of golf club-shafts, using both smaller-the-better type and symmetric nominal-the-best type characteristics. The point estimates of these indices were replaced with joint confidence blocks in order to overcome a lack of reliability. Based on this index, we developed a control chart with process capability zones describing joint confidence blocks of all characteristics related to golf club-shafts within a single chart. Finally, we present an assessment procedure and illustrated examples with which to evaluate the process quality for the manufacture of golf club-shaft. The results reveal that the straightness and torsion of the club-shaft are "out of control" and unqualified, whereas the length, tip outer circumference, and butt outer circumference of the club-shaft are categorized as "excessive." The application of this chart enables engineers involved in the manufacturing of golf equipment to simultaneously monitor and control the quality characteristics of golf club-shafts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProcess quality zone. =650 \0$aProcess quality index. =650 \0$aJoint confidence blocks. =650 \0$aSmaller-the-better type. =650 \0$aSoziale Funktion. =650 \0$aGolf. =650 \0$aCountry club. =650 14$aSmaller-the-better type. =650 24$aNominal-the-best type with symmetric tolerance. =650 24$aProcess quality index. =650 24$aJoint confidence blocks. =650 24$aProcess quality zone. =700 1\$aChen, Hsi-Tien,$eauthor. =700 1\$aWang, Ching-Hsin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104269.htm =LDR 03677nab a2200577 i 4500 =001 JTE104494 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104494$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104494$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRM237.73 =082 04$a613.2/5$223 =100 1\$aSong, Xueping,$eauthor. =245 10$aDissolving Behavior of Carbohydrate Ingredients During Pre-Extraction Process of Alkaline Hydrogen Peroxide of Bamboos /$cXueping Song, Hui He, Zhi Li, Qing Wang, Shuangfei Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn this work, alkaline peroxide mechanical pulp (APMP), with pre-extracted bamboo by alkaline hydrogen peroxide, is prepared and the effects of pre-extraction on APMP in beating, bleaching, and physical properties are discussed. The results show that after pre-extracting, the energy consumption of beating has a significant reduction, the brightness of unbleached and bleached pulp are increased 5.0 % ISO (International Organization for Standardization) and 6.94 % ISO, respectively, the post-color PC number is reduced more than double, and the yield of bleaching pulp is maintained well. However, the tensile index and the folding strength is decreased, the burst index is kept, and the tear index is increased slightly. Furthermore, with the change of maximum temperature and holding time, in extraction liquid the extraction rate of the main sugars (glucose, xylose, arabinose, galactose) are detected with high-performance anion chromatography, and the contents of solids and the pH variation also are investigated. It is found that with the extension and increase of holding time and temperature, the pH decreases constantly, the contents of solids and the dissolution rate of sugar increase continuously to the maximum when the holding time is 1 h, and the temperature is from 80°C to 90°C. The dissolution rate of xylose is less than 1 %, and the highest dissolution rates of arabinose and galactose are 7 % and 12 %, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBamboo. =650 \0$aPre-extraction. =650 \0$aSugar dissolution rate. =650 \0$aAlkali hydrogen peroxide. =650 \0$aFood portions. =650 \0$aHealth behavior. =650 \0$aLow-carbohydrate diet. =650 14$aBamboo. =650 24$aAlkali hydrogen peroxide. =650 24$aPre-extraction. =650 24$aSugar dissolution rate. =650 24$aHigh-performance anion chromatography. =700 1\$aHe, Hui,$eauthor. =700 1\$aLi, Zhi,$eauthor. =700 1\$aWang, Qing,$eauthor. =700 1\$aWang, Shuangfei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104494.htm =LDR 03365nab a2200565 i 4500 =001 JTE103820 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103820$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103820$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA442.5 =082 04$a620.1/3633$223 =100 1\$aOng, K. C. G.,$eauthor. =245 10$aTime Zero Value Based on S-Wave Reflection Loss Measurement for Early Age Shrinkage Monitoring of Cementitious Specimens Subjected to Sealed and Unsealed Curing Conditions /$cK. C. G. Ong, L. R. Chandra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aEstimating the time at which to start monitoring early age shrinkage, especially of high performance cementitious materials, can be crucial. Despite numerous studies on early age shrinkage monitoring, there is no general agreement on the time at which early age shrinkage measurements should start (i.e., the "time zero" value [TZV]). The present paper proposes the use of the stiffening time measured via S-wave reflection loss as the TZV for early age shrinkage monitoring of high performance cementitious materials subjected to both sealed and unsealed curing conditions. The results imply that in the case of autogenous or sealed specimens, similar stiffening times occur throughout the specimen depths. In the case of unsealed specimens, however, the results show that the stiffening time might vary with depth depending on the water-to-cementitious ratio used. It is postulated that water redistribution within the specimen, as well as the formation of a "skin layer," might significantly affect the stiffening time measured in the case of unsealed specimens used for early age drying shrinkage monitoring. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUltrasonic testing. =650 \0$aEarly age shrinkage. =650 \0$aPenetration resistance. =650 \0$aNon-destructive testing. =650 \0$aHigh strength concrete$xCuring. =650 \0$aHigh strength concrete$xTesting. =650 \0$aHigh performance concrete. =650 \0$aCreep tests. =650 \0$aShrinkage. =650 14$aTime zero. =650 24$aEarly age shrinkage. =650 24$aPenetration resistance. =650 24$aUltrasonic testing. =650 24$aNon-destructive testing. =700 1\$aChandra, L. R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103820.htm =LDR 03451nab a2200589 i 4500 =001 JTE104184 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104184$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104184$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1/834$223 =100 1\$aJayanth, Sneha,$eauthor. =245 10$aInfluence of Drying and Wetting Cycles on SWCCs of Fine-Grained Soils /$cSneha Jayanth, Kannan Iyer, D. N. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b46 =520 3\$aThe soil-water characteristics curve (SWCC) is greatly influenced by the path that is followed for suction measurement (i.e., drying or wetting path) and the number of cycles of these paths to which the soil is exposed. To evaluate the influence of these parameters, drying- and wetting-path SWCCs of three fine-grained soils were developed for single and multiple cycles by employing the Aquasorp® Isotherm generator. This device has been primarily employed for food products, powders, and amorphous materials for determination of their moisture sorption isotherm, which relates moisture content to water activity. As water activity can be mathematically related to soil suction, the Aquasorp® can be used for developing the SWCC. Hence, demonstrating the potential of the Aquasorp® for characterizing fine-grained soils becomes essential. The present study has been focused at highlighting the possible uncertainties associated with establishment of the SWCCs (both during drying and wetting paths) and the benefits and limitations of the Aquasorp® in achieving these objectives. Furthermore, by employing mercury intrusion porosimetry (MIP), the significance of capillarity on soil suction, which in turn governs the SWCC, has been demonstrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCapillarity. =650 \0$aSoil suction. =650 \0$aFine-grained soils. =650 \0$aDrying and wetting paths. =650 \0$aConcrete$xMoisture. =650 \0$aAdmixtures. =650 \0$aDrying rate. =650 \0$aPortland cement concrete. =650 \0$aSwelling index. =650 \0$aWetting and drying tests. =650 14$aSoil suction. =650 24$aDrying and wetting paths. =650 24$aCapillarity. =650 24$aFine-grained soils. =650 24$aSoil-water characteristic curve. =700 1\$aIyer, Kannan,$eauthor. =700 1\$aSingh, D. N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104184.htm =LDR 03745nab a2200589 i 4500 =001 JTE104161 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104161$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104161$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1190 =082 04$a363.179$223 =100 1\$aYounus, M. M.,$eauthor. =245 10$aEvaluation of Bentonite-Fly Ash Mix for Its Application in Landfill Liners /$cM. M. Younus, S. Sreedeep. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aCompacted landfill liners are required to minimize the migration of harmful contaminants to the surrounding geoenvironment and groundwater. This is mainly achieved by restricting hydraulic conductivity of the compacted liners within a permissible limit of 10-7 cm/s. For geomaterials used in liners, it is important to determine the appropriate range of compaction parameters (water content and dry unit weight) that would ensure hydraulic conductivity and strength characteristics within safe limits. There are not many studies in the literature for specifying such a range for bentonite-fly ash mixes. The addition of cohesionless fly ash would improve the strength and reduce the shrinkage behavior of bentonite but at the same time would increase the hydraulic conductivity. Therefore, it is of utmost importance to determine the ranges of water content and dry unit weight for different bentonite-fly ash mixes that would satisfy the desired ranges of hydraulic conductivity and strength. The objective is to identify the bentonite-fly ash mix that enables maximum use of fly ash, which is advantageous from an environmental perspective. The performance evaluation of different compacted mixes has been done using hydraulic conductivity and unconfined compressive strength as the two reference parameters. The study clearly demonstrates the utility of a bentonite-fly ash mix as a compacted landfill liner. On the basis of the results, it can be noted that up to 70 % by weight of fly ash can be mixed with bentonite for satisfying the requirements of compacted landfill liners. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aStrength. =650 \0$aLandfill liners. =650 \0$aWaste containment. =650 \0$aHydraulic conductivity. =650 \0$aPerformance evaluation. =650 \0$aBentonite. =650 \0$aBentonite$xToxicologie. =650 \0$aBentonite$xAspect de l'environnement. =650 14$aLandfill liners. =650 24$aHydraulic conductivity. =650 24$aStrength. =650 24$aBentonite. =650 24$aFly ash. =650 24$aPerformance evaluation. =650 24$aWaste containment. =700 1\$aSreedeep, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104161.htm =LDR 03055nab a2200553 i 4500 =001 JTE103728 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103728$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103728$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aHsu, Ya-Chen,$eauthor. =245 13$aAn Effective Procedure for Calculating Weibull Production Yield with Mean Shift /$cYa-Chen Hsu, W. L. Pearn, Yuan-Yi Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aMotorola, Inc. introduced its six sigma production quality initiative to the world in the 1980 s. Six sigma production quality is estimated by assuming a 1.5? shift to the process mean. Bothe provided a statistical reason for considering such a shift in the normal process mean, and he also provided a much more accurate capability calculation to measure the production yield (Bothe, D. R., "Statistical Reason for the 1.5? Shift," Qual. Eng., Volume 14(3), 2002, pp. 479-487). In this paper, we consider Weibull processes, which cover a wide class of non-normal processes. We calculate the mean shift adjustments under various sample sizes n and Weibull parameters, with the power fixed at 0.5. Then, we implement the derived results to develop an effective procedure to accurately calculate the production yield. Finally, to demonstrate the applicability of the proposed approach, the proposed procedure is applied to a real manufacturing process with mean shift. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMean shift. =650 \0$aNon-normal. =650 \0$aProduction yield. =650 \0$aProcess capability index. =650 \0$aWeibull distribution$vTextbooks. =650 \0$aProbabilities. =650 \0$aWeibull distribution. =650 14$aProduction yield. =650 24$aNon-normal. =650 24$aWeibull distribution. =650 24$aMean shift. =650 24$aProcess capability index. =700 1\$aPearn, W. L.,$eauthor. =700 1\$aLi, Yuan-Yi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103728.htm =LDR 03168nab a2200529 i 4500 =001 JTE104492 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104492$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104492$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1175 =082 04$a676$223 =100 1\$aSong, Xueping,$eauthor. =245 10$aCharacterizations of Bamboo Succus And Alkaline Peroxide Mechanical Pulping (APMP) Brightness of Bambusa Chungii /$cXueping Song, Lianxin Luo, Qing Wang, Shuangfei Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe effects of pre-extraction and of the main components of bamboo succus on the alkaline peroxide mechanical pulping (APMP) pulp brightness of bambusa chungii are investigated by gas chromatography-mass spectroscopy (GC-MS) and infrared spectroscopy analysis. The results show that the chromophore and auxochrome groups of unsaturated bonds are plentiful in the bamboo succus. The contents of methyl benzene, xylene, and hydroquinone (75.88%, 0.98%, and 0.41%, respectively) are high in bamboo succus, and the three materials have great effect on APMP brightness, especially the hydroquinone. For the APMP with the bamboo chip by 60% ethanol pre-extracting, the brightness of unbleached pulp is higher about 5% ISO, the brightness of bleached pulp is higher about 4.2% ISO, and the p.c value is lower. If methyl benzene, xylene, and hydroquinone are added into the pulp, the CH3, CH2, acetyl, conjugated carbonyl C = O and C-O can be increased. The XPS analysis indicates that on the surface of pulp, the content of non-carbohydrate and the C = O, O - C - O and O = C - O increases, but the content of carbohydrate decreases if such additives are added. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrightness. =650 \0$aBamboo succus. =650 \0$aPre-extraction. =650 \0$aPapermaking. =650 \0$aPulping. =650 14$aBamboo succus. =650 24$aPre-extraction. =650 24$aBrightness. =650 24$aAPMP. =700 1\$aLuo, Lianxin,$eauthor. =700 1\$aWang, Qing,$eauthor. =700 1\$aWang, Shuangfei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104492.htm =LDR 02435nab a2200529 i 4500 =001 JTE104285 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104285$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104285$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.P6 =082 04$a620.1/16$223 =100 1\$aWei, Wu.,$eauthor. =245 10$aMicrostructure Characterization of Mesoporous Materials by FE-SEM /$cWu. Wei, Liu Ziwei, Hua Jiajie, Zeng Yi, Li. Yongsheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThree types of mesoporous materials were observed directly by field emission-scanning electron microscopy (FE-SEM). The effects of accelerating voltage on these materials are discussed. Our results show that low-accelerating voltage could facilitate the observation of SBA-15 and TUD-1 mesoporous zeolite. However, as for mesoporous silica nano-spheres, high-accelerating voltage was helpful for the observation of surface structure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFE-SEM. =650 \0$aSurface structure. =650 \0$aMesoporous materials. =650 \0$aMolecular sieves. =650 \0$aCatalysts. =650 14$aMesoporous materials. =650 24$aFE-SEM. =650 24$aSurface structure. =700 1\$aZiwei, Liu,$eauthor. =700 1\$aJiajie, Hua,$eauthor. =700 1\$aYi, Zeng,$eauthor. =700 1\$aYongsheng, Li.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104285.htm =LDR 02905nab a2200517 i 4500 =001 JTE104159 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104159$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104159$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7874.85 =082 04$a620/.5$223 =100 1\$aHui, Zhang,$eauthor. =245 10$aSolvothermal Synthesis of High Yield CdS Nanowires in Ethylenediamine /$cZhang Hui, Song Guojun, Li. Jianjiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aHigh yield CdS nanowires were synthesized by a solvothermal method using thiourea and cadmium nitrate tetrahydrate as precursors in ethylenediamine. The products were characterized by X-ray diffraction (XRD), scanning electron microscope (SEM), transmission electron microscopy (TEM), and UV-vis absorption spectroscopic techniques. XRD pattern indicates that the product is the hexagonal wurtzite CdS phase. SEM images show that the product is highly uniform CdS nanowires, and TEM images indicate that the diameter of the nanowires is about 50 nm and the length is up to several micrometers. Selected area electron diffraction (SAED) pattern reveals the as-prepared CdS nanowires' single crystals with a preferential growth direction of (001). According to the experiments, the mechanism of the growth of CdS nanowires is discussed. The UV-vis absorption spectrum is shown to blueshift compared with that of bulk CdS due to the quantum size effect. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHigh yield. =650 \0$aEthylenediamine. =650 \0$aSolvothermal method. =650 \0$aNanowires. =650 \0$aNanowires$xchemistry. =650 14$aCdS nanowires. =650 24$aSolvothermal method. =650 24$aHigh yield. =650 24$aEthylenediamine. =700 1\$aGuojun, Song,$eauthor. =700 1\$aJianjiang, Li.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104159.htm =LDR 03518nab a2200529 i 4500 =001 JTE104288 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104288$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104288$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.1/3623$223 =100 1\$aShu, Ming-Hung,$eauthor. =245 10$aPerformance Evaluation and Loss Measures for the Deterioration Process /$cMing-Hung Shu, Peng-Jen Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThis paper considers a problem of loss measures and setup determination for a process under performance deterioration. Traditionally, to evaluate reliability and performance of the process, a binary-state model, a working (success) state or a failure state, is used to classify its conditions. However, in many cases, the process is deterioration over time, providing that a multiple-state model could be a more realistic model to capture the process deterioration conditions. Hence, the process under performance deterioration is considered as a general Markovian model, which means that its length of time staying in some state depends not only on its present state, but also on how long it has been in the present state. We present an integration method to find the probability function sojourning in each state at some point in time for this deterioration process. Based on probability functions of states, we first present a number of performance-evaluation methods. Then, we integrate a general class of loss functions to construct loss measures for assessing how severe the cost is that this process of deterioration causes at some point in time, as well as the cost over the entire deterioration process. With this measure, the setup time can be determined by the total expected cost over the operation period exceeding a preset threshold value. A tool-wear problem of the friction-drilling process is illustrated throughout the paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDeterioration process. =650 \0$aGeneral loss function. =650 \0$aPerformance evaluation. =650 \0$aSetup time determination. =650 \0$aConcrete construction$xMaintenance and repair. =650 \0$aConcrete$xDeterioration. =650 \0$aEfflorescence. =650 14$aDeterioration process. =650 24$aPerformance evaluation. =650 24$aGeneral loss function. =650 24$aSetup time determination. =700 1\$aChen, Peng-Jen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104288.htm =LDR 04967nab a2200565 i 4500 =001 JTE104455 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104455$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104455$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.7/35$223 =100 1\$aSingh, Dharamveer,$eauthor. =245 10$aComparison of Shape Parameters for Selected Coarse Aggregates in Oklahoma /$cDharamveer Singh, Musharraf Zaman, Sesh Commuri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThe performance of pavement can be significantly influenced by the gradation and shape parameters of the aggregates (i.e., angularity, texture, form, and sphericity). An accurate measurement of these properties is important for the development of specifications for the quality control and quality assurance of aggregates. The present study was undertaken in order to compare the shape parameters of different types and sizes of selected coarse aggregates that are commonly used in Oklahoma. Three different types of aggregates-granite, rhyolite, and limestone-were collected from stockpiles. Each type of aggregate was divided into three different sizes of coarse aggregates. These sizes include the following: passing through a 19 mm sieve and retained on a 12.5 mm sieve (CA1), passing through a 12.5 mm sieve and retained on a 9.5 mm sieve (CA2), and passing through a 9.5 mm sieve and retained on a 4.75 mm sieve (CA3). CA1 type aggregates had the largest size, followed by CA2 and CA3. An automated aggregate imaging measurement system was used to measure the shape parameters of the aggregates. The results show that the aggregates become smooth (low texture) and elongated (high form and low sphericity) as their size decreases. No relation was observed between the particle size and the angularity of the aggregates. A comparison of different types of aggregates indicated that, in general, granite aggregates were highly rough (high texture) and cubical (low form and high sphericity) compared to rhyolite and limestone aggregates. Similarly, the angularity of granite aggregates was found to be significantly different than that of rhyolite and limestone aggregates. The ranking of the aggregates was done based on the composite shape index factor (CI) for angularity, form, texture, and sphericity. The CI considers the combined effect of the gradation and shape parameters of aggregates. In addition, the ranking of aggregates was further verified by estimating the dynamic modulus (|E*|) of the mixes composed of granite, rhyolite, and limestone aggregates. The aggregate shape-based model developed by the authors was used to estimate |E*| of a mix using the aggregate shape parameter, frequency, viscosity of the asphalt binder, and volumetric properties of a mix. |E*| of a mix is considered as an important parameter in estimating the performance of flexible pavements in terms of fatigue, rutting, and low temperature cracking. Therefore, the ranking of aggregates based on |E*| of the mixes provides a better understanding of the performance of the aggregates. The results show that both methods for ranking the aggregates (i.e., CI factor and |E*|) showed similar results. Overall, the mix with rhyolite aggregate was ranked first, followed by the mixes with limestone and granite aggregates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTexture. =650 \0$aAngularity. =650 \0$aSphericity. =650 \0$aAggregates (Building materials)$xTesting. =650 \0$aRoads$xDesign and construction$xQuality control. =650 \0$aAggregate gradation. =650 \0$aRoad construction. =650 \0$aCoarse aggregates. =650 14$aAngularity. =650 24$aTexture. =650 24$aForm. =650 24$aSphericity. =650 24$aAggregate image measurement system. =700 1\$aZaman, Musharraf,$eauthor. =700 1\$aCommuri, Sesh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104455.htm =LDR 02691nab a2200541 i 4500 =001 JTE12302J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12302J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12302J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.4.C34 =082 04$a621.37/2$223 =100 1\$aOhgushi, K.,$eauthor. =245 10$aSensitivity Evaluation of a Disk-type Torque Transducer Used as a Transfer Device /$cK. Ohgushi, K. Ueda, T. Ota, Y. Katase. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA torque transfer device is used for international comparison between torque standard machines or for comparison verification between a torque standard machine and torque calibration machine. This experimental study revealed a problem in the case of using a high-precision torque transducer as the transfer device. For a disk-type torque transducer, it was found that a considerable deviation in the torque output sensitivity occurred depending on the dimensions of the adapter flange and the fastening torque of the screw bolts directly connecting the torque transducer to the adapter flanges. A solution is proposed to overcome this difficulty. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalibration. =650 \0$aTorque standard. =650 \0$aTransfer device. =650 \0$aTorque transducer. =650 \0$aUncertainty evaluation. =650 14$aTorque transducer. =650 24$aTransfer device. =650 24$aTorque standard. =650 24$aCalibration. =650 24$aUncertainty evaluation. =700 1\$aUeda, K.,$eauthor. =700 1\$aOta, T.,$eauthor. =700 1\$aKatase, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12302J.htm =LDR 03617nab a2200541 i 4500 =001 JTE12301J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12301J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12301J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP248.2 =082 04$a660.6/072019$223 =100 1\$aHirsch, DB.,$eauthor. =245 10$aTest Method to Determine Flammability of Aerospace Materials /$cDB. Hirsch, HD. Beeson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aQualitative correlations between ground upward flammability tests and flammability testing in microgravity indicate that the NASA STD 6001 Test 1 provides conservative results by sustaining flaming combustion in less severe environments than those in which extinguishment occurs in quiescent microgravity environments. The upward flammability test is conducted in the most severe flaming combustion environment expected in the spacecraft. Its pass/fail test logic does not allow a precise quantitative comparison with other ground or microgravity materials flammability test results. Thus, although reasonable from a flammability safety point of view, the test is likely to eliminate materials that may be safe for use on spacecraft. A different test logic that will determine materials self-extinguishment limits is suggested to address these impediments. Data to support this approach are presented, including self-extinguishment limits in concurrent and countercurrent flows and under quiescent conditions. The proposed method will allow continued use of existing NASA flammability data and make possible quantitative correlations between ground testing and microgravity test results. Quantitative correlations between ground test results and microgravity combustion data will improve the aerospace materials selection process and allow realistic estimates of spacecraft fire extinguishment requirements. Theoretical analyses of flaming combustion will be possible, leading to a better understanding of materials combustion. This will benefit not only the aerospace community, but also the combustion community at large. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCombustion. =650 \0$aFlammability. =650 \0$aMicrogravity. =650 \0$aTest methods. =650 \0$aAerospace materials. =650 \0$aBiotechnology$xResearch. =650 \0$aSpace biology$xResearch. =650 14$aTest methods. =650 24$aFlammability. =650 24$aAerospace materials. =650 24$aCombustion. =650 24$aMicrogravity. =700 1\$aBeeson, HD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12301J.htm =LDR 02861nab a2200577 i 4500 =001 JTE12296J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12296J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12296J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD119.5.L55 =082 04$a617/.95$223 =100 1\$aYoshida, N.,$eauthor. =245 10$aInfluence of Suction Dissipation on Compression of Compacted Rock Aggregates Due to Immersion /$cN. Yoshida, M. Nishi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis paper focuses on the influence of suction dissipation upon the development of compressive settling in compacted rock aggregates due to immersion. The influence of disintegration of the material upon the development of compressive settling is also addressed. For this, a staged compression-immersion test is carried out on compacted quartz porphyry as well as mudstone aggregates. The results show that for the quartz porphyry aggregates, the influence of suction is slight. For the mudstone aggregates, a relatively high suction exists initially, probably due to the inherent nature of this type of rock, and the influence of the dissipation of mere suction upon compressive settling could be smaller than that of disintegration or degradation of the aggregates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSuction. =650 \0$aMudstone. =650 \0$aImmersion. =650 \0$aDeterioration. =650 \0$aRock aggregates. =650 \0$aCompressive settling. =650 \0$aLiposuction. =650 \0$aSurgery, Plastic. =650 \0$aAdipose Tissue$xsurgery. =650 14$aRock aggregates. =650 24$aMudstone. =650 24$aSuction. =650 24$aCompressive settling. =650 24$aImmersion. =650 24$aDeterioration. =700 1\$aNishi, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12296J.htm =LDR 03109nab a2200541 i 4500 =001 JTE12294J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12294J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12294J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aShenoy, A.,$eauthor. =245 10$aModel-Fitting the Master Curves of the Dynamic Shear Rheometer Data to Extract a Rut-controlling Term for Asphalt Pavements /$cA. Shenoy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe dynamic shear rheometer is currently being used by the asphalt community for determination of the viscoelastic properties of asphalts following the recommendations of the Strategic Highway Research Program. The Superpave specification parameter |G*|/sin? was identified as the term to be used for high temperature performance grading of paving asphalts in rating the binders for their rutting resistance. However, this term was found to be inadequate in describing the rutting performance of certain binders, particularly, the polymer-modified ones. A refinement of the Superpave specification parameter for performance grading of asphalt led to the evolution of the term |G*|/(1 - (1/tan? sin?)). This performance-based specification term was shown to be more sensitive to the variations in the phase angle ? than the Superpave specification parameter and thus was found to describe the unrecovered strain in the binders more accurately, especially in the case of polymer-modified asphalts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaster curve. =650 \0$aFrequency sweep. =650 \0$aRheological model. =650 \0$aDynamic shear rheometer. =650 \0$aasphalt pavements. =650 \0$aPolymers$xMechanical properties. =650 14$aDynamic shear rheometer. =650 24$aSuperpave specification parameter. =650 24$aFrequency sweep. =650 24$aMaster curve. =650 24$aRheological model. =650 24$aPerformance-related specifications. =650 24$aPolymer-modified asphalts. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12294J.htm =LDR 03181nab a2200565 i 4500 =001 JTE12298J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12298J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12298J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aAbd-Allah, NM.,$eauthor. =245 10$aFatigue Crack Growth in Cantilever Bending Under Displacement Control /$cNM. Abd-Allah, MM. Megahed, AM. Eleiche. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aFatigue crack growth (FCG) behavior of two martensitic steel grades was investigated using a single edge-notched bend specimen fixed beyond the notched section in cantilever bending under displacement control. This task was made possible by a new and original testing methodology developed on the basis of finite element analyses to define valid boundary conditions and the corresponding stress intensity factor K-expression for the test specimen. The behavior has been described including the nearthreshold zone and the second zone of relatively high FCG rates. Results for the two steel grades were found to correspond well with the empirical models reported in the literature. This confirms the validity of the methodology proposed in the present paper, which can be attributed to: (1) the accurate K-expression for the test specimen, (2) the proper definition of the boundary conditions adopted during testing, and (3) the validity of the adopted boundary conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress intensity. =650 \0$aK-decreasing test. =650 \0$aK-increasing test. =650 \0$aFatigue crack growth. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aStress intensity. =650 24$aFatigue crack growth. =650 24$aNormalized K-gradient in FCG testing. =650 24$aFatigue cracking under constant displacement amplitude. =650 24$aK-decreasing test. =650 24$aK-increasing test. =650 24$aFinite element analysis. =700 1\$aMegahed, MM.,$eauthor. =700 1\$aEleiche, AM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12298J.htm =LDR 03497nab a2200553 i 4500 =001 JTE12304J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12304J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12304J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aAbbas, A.,$eauthor. =245 14$aThe Influence of Laboratory Aging Method on the Rheological Properties of Asphalt Binders /$cA. Abbas, BC. Choi, E. Masad, T. Papagiannakis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAsphalt binders used in asphalt concrete roadway pavements experience aging during construction and subsequently during their service lives. Aging is the combined effect of the evaporation of volatile compounds and the chemical reaction of residual compounds with oxygen. This aging affects the rheological properties of asphalt binders. The SuperpaveTM testing and specification system uses two laboratory procedures for aging of binders prior to measuring their rheological properties, namely the rolling thin film oven (RTFO) and the pressure aging vessel (PAV). These two procedures are used to simulate the aging that takes place during construction and during service, respectively. This paper examines whether the SuperpaveTM prescribed sequence of binder aging procedures (i.e., the RTFO followed by the PAV) is necessary, or whether similar binder rheological properties are obtained using the PAV procedure only. For this purpose, three binders were tested, namely an unmodified PG 64-28, an SBS polymer-modified binder of the same grade, and an SBS polymer-modified PG 76-28. The low temperature and fatigue rheological properties were measured by a bending beam rheometer (BBR) and a dynamic shear rheometer (DSR), respectively. The findings of the study suggest that, with a few exceptions, the rheological properties measured after aging with the RTFO followed by PAV are significantly different than those obtained after PAV aging only. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aFatigue. =650 \0$aAsphalt binder. =650 \0$aLow temperature. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aAsphalt binder. =650 24$aAging. =650 24$aLow temperature. =650 24$aFatigue. =700 1\$aChoi, BC.,$eauthor. =700 1\$aMasad, E.,$eauthor. =700 1\$aPapagiannakis, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12304J.htm =LDR 03073nab a2200517 i 4500 =001 JTE12299J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12299J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12299J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aKuo, C-Y,$eauthor. =245 10$aCorrelating Permanent Deformation Characteristics of Hot Mix Asphalt with Aggregate Geometric Irregularities /$cC-Y Kuo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aRegression analyses were performed to study the correlation between the permanent deformation characteristics of hot mix asphalt (HMA) mixtures and their aggregate geometric irregularities. Permanent deformation of HMA mixtures was characterized by permanent strain, creep modulus, and slope of the creep curve from unconfined repeated load deformation tests. The fine aggregate angularity (FAA) test was used to characterize fine aggregates while coarse aggregates were characterized with either the particle index (PI) test, the modified National Aggregate Association flow test (modified NAA), or image analysis. Regression analyses indicate strong correlation between the permanent deformation characteristics of HMA mixtures and the aggregate geometric irregularities. Use of imaging indices for characterizing coarse aggregates gives better coefficients of determination than do other coarse aggregate characteristics such as PI and modified NAA. The imaging indices have major potential in evaluating aggregate geometric irregularities for engineering analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImage analysis. =650 \0$aHot mix asphalt. =650 \0$aRegression analysis. =650 \0$aPermanent deformation. =650 \0$aasphalt pavements. =650 \0$aPolymers$xMechanical properties. =650 14$aHot mix asphalt. =650 24$aPermanent deformation. =650 24$aAggregate geometric irregularities. =650 24$aRegression analysis. =650 24$aImage analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12299J.htm =LDR 03037nab a2200505 i 4500 =001 JTE12295J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12295J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12295J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aChen, J-S,$eauthor. =245 10$aEvaluation of an Accelerated Pavement Testing Facility and Development of its Load Equivalence Factors /$cJ-S Chen, K-Y Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aAn accelerated pavement testing facility (APTF) was used to simulate the effect of traffic on pavement performance. An enhanced procedure was developed in this study to calculate the load equivalence factors (LEF) for APTF. Results indicated that this procedure is feasible to evaluate the effect of heavy axle loadings on pavement performance under an accelerated rate. The pavement performance after APTF followed the trend observed on full-scale test roads. Based on the present serviceability index loss of the APTF data, it was found that an eighth-power law existed for the APTF in contrast to the fourth-power law in full-scale test roads. This implied that the LEF for APTF single axle loads of the same configuration was equal to the ratio of the axle weights raised to the eighth power. This finding explained why pavements tested by the APTF failed much faster than regulated loading. Critical loads, however, appeared to be present for pavements tested by the APTF. Pavements tested with loads greater than the critical load might fail predominantly by traffic loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTest road. =650 \0$aPavement performance. =650 \0$aLoad equivalence factor. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aLoad equivalence factor. =650 24$aAccelerated pavement testing facility. =650 24$aPavement performance. =650 24$aTest road. =700 1\$aLin, K-Y,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12295J.htm =LDR 03474nab a2200565 i 4500 =001 JTE12297J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12297J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12297J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aSipics, MJ.,$eauthor. =245 10$aEvaluation of the Uniaxiality of the Stress State in O-Ring Fracture Strength Specimens /$cMJ. Sipics, AE. Segall, JC. Conway. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aTo investigate the experimental implications of using O-ring specimens for evaluating the fracture strength of ceramics in tubular form, a statistically designed series of finite element analysis (FEA) calculations was performed. These calculations focused on the ranges of specimen dimensions and loading distributions required to maintain a uniaxial stress state within the O-ring specimen under diametral loading. Results of the FEA calculations indicated that the degree of uniaxiality of the O-ring stress state could be described completely by a combination of the depth-to-thickness ratio (b/t) and the inner radius-to-outer radius ratio (ri/rc). It was also found that a relatively wide range of geometries can be accurately used to extract fracture strength design data, provided b/t does not get too large nor ri/ro too close to zero. However, there is cause for concern when b/t->0 or ri/ro->1, as this implies a small sample of material (and flaws) in the critical tensile stress region. Results also indicated that the uniaxiality of the O-ring stress state followed the expected 1/v dependence so that the behaviors of different materials can be easily surmised from the current results. On the other hand, load magnitude did not seem to have any effect on the stress-state despite the Boussinesq-type loading, while the distribution of the load over a finite contact area section could. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aO-ring. =650 \0$aFracture. =650 \0$aStrength. =650 \0$aDimensions. =650 \0$aUniaxiality. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aO-ring. =650 24$aFracture. =650 24$aStrength. =650 24$aUniaxiality. =650 24$aDimensions. =650 24$aFinite element analysis. =700 1\$aSegall, AE.,$eauthor. =700 1\$aConway, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12297J.htm =LDR 03387nab a2200493 i 4500 =001 JTE12303J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12303J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12303J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.D5 =082 04$a660.28425$223 =100 1\$aMontemayor, RG.,$eauthor. =245 10$aPrecision and Relative Bias of Automatic and Manual D 1078 Distillation /$cRG. Montemayor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aASTM D 1078 Distillation Range of Volatile Organic Liquids is included in the specifications for a number of organic materials used in the paint and related coatings industry, such as hydrocarbon solvents, olefinic solvents, alcohols, ketones, glycols, and esters. Historically, only manual D 1078 distillation has been used. In the last decade, however, the use of automatic distillation has become increasingly prevalent. There are fewer and fewer laboratories that use the manual method. In order to be able to incorporate automatic instruments into the present D 1078, it was necessary to establish the comparative precision and relative bias of the automatic D 1078 procedure to the manual D 1078 procedure. An interlaboratory study was conducted in the summer of 2000 involving six samples of varying distillation ranges, ten laboratories that used automatic instruments, and five laboratories that used manual instruments. The precisions for the initial boiling point, 50% boiling point, and the dry point were found to be dependent on the boiling point temperature. The precision for the distillation range was found to be dependent on the distillation range. Automatic D 1078 distillation results were found to be statistically equivalent to manual D 1078 distillation results. The average relative bias for the six samples included in the study was 0.5°C. ASTM D 1078 has been revised to reflect the new precision value and relative bias of the automatic D 1078 and the manual D 1078 distillation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDry point (DP) =650 \0$aDistillation range. =650 \0$aDistillation. =650 \0$aChemical engineering. =650 14$aDistillation. =650 24$aInitial boiling point (IBP) =650 24$a50% boiling point. =650 24$aDry point (DP) =650 24$aDistillation range. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12303J.htm =LDR 02967nab a2200565 i 4500 =001 JTE12300J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12300J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12300J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD262 =082 04$a547$223 =100 1\$aIsmaeel, AA.,$eauthor. =245 10$aScheduling of Pipelined Data Paths for On-line Testability /$cAA. Ismaeel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThis paper presents a time-constrained scheduling of a pipelined data path with the perspective of improving on-line testability. The testability is incorporated at the scheduling phase of the synthesis. Being a presynthesis method, the approach minimizes the area overhead. Operations of the same type are assigned to resources called functional units (FU). The on-line testing is carried out by capturing selective input and output variables of a circuit under test (CUT) in time frames called passes. The captured variables are shifted out to an external testing unit for verification. Each FU of the CUT is tested at least once in each pass. Minimizing the number of variables needed to test all FUs reduces the testing time. Thus, the scheduling is performed with the objective of improving on-line testability by minimizing the number of FUs and the number of variables needed to test all FUs. Promising results are obtained on benchmark examples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aData-path. =650 \0$aPipelined. =650 \0$aScheduling. =650 \0$aTestability. =650 \0$aMinimization. =650 \0$aFunctional units. =650 \0$aHigh-level synthesis. =650 \0$aOrganic compounds$xSynthesis. =650 14$aScheduling. =650 24$aHigh-level synthesis. =650 24$aPipelined. =650 24$aData-path. =650 24$aTestability. =650 24$aFunctional units. =650 24$aMinimization. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12300J.htm =LDR 02843nab a2200601 i 4500 =001 JTE12076J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12076J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12076J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aMiyata, T.,$eauthor. =245 12$aA Proposal for Specimen Size Requirements in Toughness Qualification with the Weibull Stress Criterion /$cT. Miyata, T. Tagawa, H. Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe specimen size requirements in toughness qualification are discussed on the basis of a statistical local fracture criterion approach. The Weibull stress criterion for cleavage fracture is applied to the constraint loss field at the crack tip described with the toughness scaling model (TSM). The proposed new model demonstrates that the TSM is a particular case for a material with a particular combination of the Weibull shape parameter, m, and the strain hardening exponent, n. Based on this model, alternative size requirements for ASTM standards are proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aWeibull stress. =650 \0$aConstraint loss. =650 \0$aToughness scaling model. =650 \0$aWeibull shape parameter. =650 \0$aWeibull distribution. =650 \0$aWeibull method. =650 \0$aDistribution (Probability theory) =650 14$aCleavage fracture toughness. =650 24$aCrack tip stress field. =650 24$aJ-integral. =650 24$aSpecimen size requirement. =650 24$aConstraint loss. =650 24$aToughness scaling model. =650 24$aWeibull stress. =650 24$aWeibull shape parameter. =700 1\$aTagawa, T.,$eauthor. =700 1\$aYang, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12076J.htm =LDR 02532nab a2200529 i 4500 =001 JTE12075J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12075J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12075J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.H1 =082 04$a547/.031$223 =100 1\$aJoshi, RC.,$eauthor. =245 10$aReexamination of ASTM C 1202-Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration /$cRC. Joshi, S. Chatterji, G. Achari, P. Mackie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe electrolytic processes in the ASTM C 1202 chloride penetration test method have been reexamined both theoretically and experimentally. The analyses show that hydroxyl (OH-) ion generated at the cathode during testing carries a substantial part of the current and that chloride (Cl-) ion is not the sole current carrier. Attention has also been drawn to the implication of the experimental results on the determination of the Cl- ion diffusivity by the ASTM C 1202 experimental setup. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChloride. =650 \0$aHydroxyl. =650 \0$aElectrolyte processes. =650 \0$aHydroxyl group. =650 \0$aHydroxylering. =650 \0$aBiomoleculen. =650 14$aElectrolyte processes. =650 24$aChloride. =650 24$aHydroxyl. =700 1\$aChatterji, S.,$eauthor. =700 1\$aAchari, G.,$eauthor. =700 1\$aMackie, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12075J.htm =LDR 03181nab a2200505 i 4500 =001 JTE12068J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12068J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12068J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1634 =082 04$a6.37$223 =100 1\$aFrost, JD.,$eauthor. =245 10$aEfficient Mitigation of Edge Effects in Nearest-Neighbor Analysis /$cJD. Frost, DR. Saussus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe properties of soils and other civil engineering construction materials are influenced by the microstructural arrangement of the particles. The characterization of the spatial arrangement and distribution of microstructural features are therefore of importance if the mechanical properties of materials commonly used in civil engineering are to be better understood. Numerous statistical methods have been developed to characterize the spatial arrangement of microstructural features. However, care must be taken in implementing these methods using automated imaging systems to analyze finite quantities of features so that bias due to edge effects and other factors is not introduced. A new method for mitigating edge effects when nearest-neighbor analysis is being performed is proposed in this paper. The method is validated using synthetic square and triangular patterns for which the spatial arrangement free of edge effects (unbiased) is already known. Use of the method to analyze a real dataset representing the peripheral packing arrangement of sand particles in triaxial specimens is described. The results indicate that the new method is able to mitigate edge effects and offer substantial savings in terms of efficiency of data collection and analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEdge effects. =650 \0$aImage analysis. =650 \0$aPacking arrangement. =650 \0$aNearest-neighbor analysis. =650 \0$aComputer vision. =650 14$aNearest-neighbor analysis. =650 24$aEdge effects. =650 24$aPacking arrangement. =650 24$aImage analysis. =700 1\$aSaussus, DR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12068J.htm =LDR 02617nab a2200505 i 4500 =001 JTE12071J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12071J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12071J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA646 =082 04$a624.1/71$223 =100 1\$aFett, T.,$eauthor. =245 10$aMeasurement of Young's Moduli for Lead Zirconate Titanate (PZT) Ceramics /$cT. Fett, D. Munz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aKnowledge of the Young's moduli is necessary for piezoelectric ceramics in order to separate the total deformation into an elastic and a plastic contribution. The methods for the determination of the Young's moduli, well known from conventional ceramics, are much more complicated due to the special electrical boundary conditions. The main aim of the report is to discuss the question in which mechanical tests the conditions of a constant electrical field are fulfilled and in which type of test constant dielectric displacements occur. It will be illustrated that the results from tests with homogeneous stress states are much more trustworthy than results from bending tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPZT ceramics. =650 \0$aYoung's modulus. =650 \0$aPiezoelectric ceramics. =650 \0$aPiezoelectric devices. =650 \0$aStructural analysis (Engineering) =650 14$aPiezoelectric ceramics. =650 24$aYoung's modulus. =650 24$aElectrical boundary conditions. =650 24$aPZT ceramics. =700 1\$aMunz, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12071J.htm =LDR 02550nab a2200493 i 4500 =001 JTE12074J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12074J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12074J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.1/127$223 =100 1\$aFriesel, M.,$eauthor. =245 10$aStochastic Resonance in Acoustic Emission /$cM. Friesel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aStochastic resonance allows below-threshold signals to be detected because of the presence of favorable background noise. In this paper the author describes stochastic resonance and anti-resonance and presents some examples to illustrate how these affect the detection rates of acoustic emission signals or ultrasonic pulses in low signal-to-noise environments. The author introduces the signal fraction, a measure for quantifying the fraction of detected events that contain a signal that appears to have advantages over the signal-to-noise ratio for certain kinds of data, and a formalism for calculating the probability of signal detection when the noise is a time-dependent sinusoid. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSignal fraction. =650 \0$aStochastic resonance. =650 \0$aSignal-to-noise ratio. =650 \0$aAcoustic emission. =650 \0$aAcoustic emission testing. =650 14$aAcoustic emission. =650 24$aSignal fraction. =650 24$aSignal-to-noise ratio. =650 24$aStochastic resonance. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12074J.htm =LDR 03098nab a2200505 i 4500 =001 JTE12069J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12069J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12069J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.00151825$223 =100 1\$aJavidrad, F.,$eauthor. =245 10$aExperimental and Numerical Study of Delamination Growth Induced by a Transverse Crack in Unidirectional Laminates Subjected to Bending Loads /$cF. Javidrad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThis paper presents the results of an experimental and numerical investigation into the mixed-mode delamination growth initiated from a transverse crack in unidirectional laminates under the three-point-bend test condition. The delamination growth was found to be stable both numerically and experimentally. Two data reduction methods, the compliance calibration and the finite element-based data reduction, were used to analyze test results. It was shown that the latter method gives better results. The finite element delamination growth modeling incorporating the linear growth criterion was also used to model the growth of delamination. Very good agreement between numerical and experimental results was achieved. This type of specimen has the advantage of being very easy to prepare. There is no need to implant an artificial delamination as required for most interlaminar tests. The data reduction method using finite element analysis is straightforward. Therefore, this type of test specimen can be used effectively for determination of mixed-mode fracture toughness of laminated composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack growth. =650 \0$aFinite element. =650 \0$aLaminated composites. =650 \0$aMixed-mode delamination. =650 \0$aFiniteelementmethod. =650 14$aLaminated composites. =650 24$aMixed-mode delamination. =650 24$aCrack growth. =650 24$aFinite element. =650 24$aStrain energy release rate. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12069J.htm =LDR 02728nab a2200541 i 4500 =001 JTE12070J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12070J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12070J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aItani, AM.,$eauthor. =245 10$aDisplacement Ductility of Steel Members under Axial Tension /$cAM. Itani, J. Woodgate. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis paper discusses the results of an experimental investigation conducted on seven ASTM A 36 steel members subjected to axial tension. The members were chosen with various ratios of net cross-sectional area An to gross cross-sectional area Ag. The specimens were subjected to incremental axial displacement until fracture to determine the displacement ductility of each speci men. The results of this study showed that the displacement ductil ity is highly dependent on the ratio An/Ag and the geometrical shape of the member. It was also found if the ratio An/Ag is less than the specified yield stress to ultimate strength Fy/Fu, the displacement ductility will be close to 1, which means the member will fail in a brittle manner. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNet area. =650 \0$aGross area. =650 \0$aYield stress. =650 \0$aUltimate strength. =650 \0$aDisplacement ductility. =650 \0$aStrains and stresses. =650 \0$aMechanical prestressing. =650 14$aDisplacement ductility. =650 24$aNet area. =650 24$aGross area. =650 24$aYield stress. =650 24$aUltimate strength. =700 1\$aWoodgate, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12070J.htm =LDR 03275nab a2200625 i 4500 =001 JTE12072J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12072J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12072J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN970 =082 04$a553.52$223 =100 1\$aWu, C.,$eauthor. =245 10$aStatistical Properties of the Bukit Timah Granite in Singapore /$cC. Wu, H. Hao, Y. Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe mechanical behavior of rock mass is affected strongly by its material properties. This paper carries out statistical analyses of the material properties of a rock mass. Statistical analyses of the material constants and the initial damage parameter of the rock mass are performed by using both field and laboratory test data. Based on the measured properties of rock specimens, the elastic modulus, uniaxial compressive strength, and the Poisson's ratio of rock are each found to have normal distributions and the tensile strength to have the gamma distribution. By using Monte Carlo simulation, the equivalent critical tensile strain is found to have the normal distribution. The initial damage of the rock mass, which describes the effects of naturally existing geological discontinuities in a rock mass, is estimated using the field-measured longitudinal and transverse elastic wave velocities. It is found to have the beta distribution. These distributions of rock properties can be used in statistical analyses of the rock mass responses to both static and dynamic loads. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain. =650 \0$aStrength. =650 \0$aInitial damage. =650 \0$aLaboratory test. =650 \0$aPoisson's ratio. =650 \0$aField seismic survey. =650 \0$aStatistical distribution. =650 \0$aGranite. =650 \0$aMineral resources. =650 \0$aGranitic rocks. =650 14$aStatistical distribution. =650 24$aGranite. =650 24$aStrength. =650 24$aStrain. =650 24$aPoisson's ratio. =650 24$aInitial damage. =650 24$aLaboratory test. =650 24$aField seismic survey. =700 1\$aHao, H.,$eauthor. =700 1\$aZhou, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12072J.htm =LDR 02596nab a2200517 i 4500 =001 JTE12073J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12073J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12073J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aLeaching Studies on ASTM Type F Fly Ashes by an Accelerated Process Method /$cNS. Pandian, S. Balasubramonian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aAmong the various uses for fly ash, geotechnical application is one that offers scope for large-scale utilization. Due to its low unit weight, good frictional properties, and non-plastic nature, fly ash can be used effectively as a fill material in low-lying areas, as a backfill material, as an embankment material, etc. However, the possibility of toxic metals being leached out, leading to surface and/or groundwater contamination, has to be examined. This paper presents such an investigation carried out on two Indian fly ashes. The studies indicate that the pH of the solution plays an important role in the leaching behavior of fly ashes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aLeaching. =650 \0$aMetal ions. =650 \0$aPrecipitation. =650 \0$aFly ash$xIndustrial applications. =650 \0$aFly ash$xEnvironmental aspects. =650 14$aLeaching. =650 24$aMetal ions. =650 24$aPrecipitation. =650 24$aFly ash. =700 1\$aBalasubramonian, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12073J.htm =LDR 03770nab a2200553 i 4500 =001 JTE10689J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10689J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10689J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA406 =082 04$a620.1123$223 =100 1\$aBurch, PR.,$eauthor. =245 12$aA Pilot Experiment to Determine the Feasibility of Reconstituting Tested Irradiated Charpy V Specimens /$cPR. Burch. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe role of the Charpy V impact test specimen is well established in irradiation studies of reactor pressure vessel materials and forms the basis for the safety justification of light-water reactor pressure vessels throughout their service life. This report details the experimental work carried out towards determining the feasibility of reconstituting further Charpy V specimens from previously tested Charpy V specimens. In this pilot study each broken half of an A533(B) (Unified Numbering System [UNS] K12539) type plate and a submerged are weld metal Charpy V specimen was electron beam welded between two extension pieces of compatible material (A533(B) plate) with matching cross section. After minimal machining each reconstituted Charpy V specimen was impact tested. To validate this technique, broken halves of three high and three low energy Army Materials and Mechanics Research Center (AMMRC) standardized calibration Charpy V specimens were also reconstituted. In addition, a simple photoelastic study was carried out on a replica Charpy V specimen made from birefringent material. This was an attempt to assess the minimum size of test material that could be reconstituted into a Charpy V specimen. In all instances the results were extremely encouraging, especially in the case of the reconstituted AMMRC specimens, and indicated both the feasibility and validity of reconstituting tested Charpy V specimens of low alloy steel reactor pressure vessel type materials. In addition, it is apparent that as small as a 10-mm "insert" of test material could be successfully reconstituted. The results are discussed and speculation made as to the potential use of this technique with respect to irradiated material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIrradiation. =650 \0$aImpact tests. =650 \0$aElectron beam welding. =650 \0$aReactor pressure vessel. =650 \0$aPhotoelasticity. =650 \0$aenergy. =650 \0$alow alloy steels. =650 14$aImpact tests. =650 24$aEnergy. =650 24$aLow alloy steels. =650 24$aReactor pressure vessel. =650 24$aIrradiation. =650 24$aElectron beam welding. =650 24$aPhotoelasticity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10689J.htm =LDR 02757nab a2200565 i 4500 =001 JTE10693J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10693J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10693J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV5824.W6 =082 04$a362.29/82/0820973$223 =100 1\$aLai, Z.,$eauthor. =245 12$aA New Method for the Determination of the Critical Value of Crack Tip Opening Displacement at the Initiation of Crack Growth Using a Single Three-Point Bend Specimen /$cZ. Lai, J. Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAn analytical method for the determination of critical value of crack tip opening displacement at initiation of crack growth ?c of a three-point bend specimen is presented. It is based on the formulation of subcritical crack growth in such a specimen. The values of ?c obtained by this single specimen method are in excellent agreement with those obtained by the standard multispecimen method. It is emphasized that it would be necessary to use blunting line correction when the multispecimen method is used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack initiation. =650 \0$aMultispecimen method. =650 \0$aSingle specimen method. =650 \0$aSubcritical crack growth. =650 \0$aCrack. =650 \0$aCocaine-Related Disorders. =650 \0$aCrack Cocaine. =650 14$aCrack initiation. =650 24$aSubcritical crack growth. =650 24$aThree-point bend specimen. =650 24$aCrack tip opening displacement. =650 24$aSingle specimen method. =650 24$aMultispecimen method. =650 24$aElastic-plastic fracture toughness. =700 1\$aZhang, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10693J.htm =LDR 02685nab a2200625 i 4500 =001 JTE10690J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10690J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10690J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN800 =082 04$a553.2/4$223 =100 1\$aRose, CD.,$eauthor. =245 10$aVariances in Sampling Streams of Coal /$cCD. Rose. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aBeginning with the postulate that the serial correlation in an infinite population is invariant with respect to segment mass, expressions are developed for variance as a function of mass and expected variance of the mean using random, stratified random, or systematic sampling of a linear population. The expression for variance as a function of mass is shown to agree well with data from one coal experiment and to be the same as an empirical formula developed from agricultural experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEntropy. =650 \0$aAnisotropy. =650 \0$aHeterogeneity. =650 \0$aRandom sampling. =650 \0$aLinear population. =650 \0$aSerial correlation. =650 \0$aSystematic sampling. =650 \0$aIntraclass correlation. =650 \0$aCoal. =650 \0$aCoal$xEnvironmental aspects. =650 \0$aPollutants$xCoal. =650 14$aRandom sampling. =650 24$aStratified random sampling. =650 24$aSystematic sampling. =650 24$aLinear population. =650 24$aEntropy. =650 24$aSerial correlation. =650 24$aIntraclass correlation. =650 24$aHeterogeneity. =650 24$aAnisotropy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10690J.htm =LDR 03124nab a2200589 i 4500 =001 JTE10691J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10691J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10691J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN853 =082 04$a665/.5388$223 =100 1\$aMamlouk, MS.,$eauthor. =245 10$aAnalysis of Nonlinear Behavior of Asphalt Concrete During Marshall Test /$cMS. Mamlouk, YM. Yuan, NT. Tseng, GC. Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe Marshall method is one of the most common techniques used in the design of asphalt concrete mixes. However, the structural behavior of the asphalt concrete specimen during the Marshall test is not clearly understood. In this study the stress distribution and displacements that occur in the specimens at different loading stages in a Marshall test are evaluated, based on results of unconfined compression test and a nonlinear plane-stress finite element analysis. Analytical predictions show that large stress concentration occurs near the points of separation between the Marshall specimen and the loading heads, and that values of the displacements are close to those observed experimentally. Extension of this study may lead to the development of relations between Marshall stability and flow values and the asphalt mixture strength parameters based on principles of mechanics that are necessary in the structural modeling of the pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aDisplacement. =650 \0$aBituminous concretes. =650 \0$aFinite element analysis. =650 \0$aMarshall test. =650 \0$aHveem test. =650 \0$aMix design. =650 14$aBituminous concretes. =650 24$aStresses. =650 24$aDisplacement. =650 24$aMarshall test. =650 24$aFinite element analysis. =650 24$aNonlinear material properties. =650 24$aUnconfined compression test. =700 1\$aYuan, YM.,$eauthor. =700 1\$aTseng, NT.,$eauthor. =700 1\$aLee, GC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10691J.htm =LDR 02186nab a2200517 i 4500 =001 JTE10695J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10695J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10695J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE183 =082 04$a625.7068/1$223 =100 1\$aKu, HH.,$eauthor. =245 10$aCertificate Values-What Do They Mean and How They Should Be Used /$cHH. Ku. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThe meanings of commonly used uncertainty statements associated with certified values of Standard Reference Materials are explained. In particular, the implications of these statements are interpreted in nonstatistical terms for the users. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandards. =650 \0$aValue engineering. =650 \0$aProbability theory. =650 \0$aStandard deviation. =650 \0$avalueengineering. =650 \0$aHighway engineering$xCost control. =650 \0$aHighway departments$xManagement. =650 14$aStandards. =650 24$aValue engineering. =650 24$aProbability theory. =650 24$aStandard deviation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10695J.htm =LDR 03759nab a2200649 i 4500 =001 JTE10692J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10692J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10692J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9539.A62 =082 04$a338.476737228$223 =100 1\$aSantner, JS.,$eauthor. =245 12$aA Constant Amplitude Fatigue Study of an Aluminum Powder Metallurgy Alloy /$cJS. Santner, G. Campbell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThree test conditions were chosen to conduct multiple constant amplitude fatigue tests on a powder metallurgy (P/M) aluminum alloy. These test conditions were chosen to produce mean target fatigue lives near 1, 50, and 200 kilocycles. A statistical rule was used to select specimens for fractographic examination. Two product forms, a forging and an extrusion, were tested in both the L and L-T orientation. The forging has approximately an 8% lower yield strength and a 20% higher reduction in area than the extrusion. At the 1-kilocycle target fatigue life, the more ductile forging has a statistically better fatigue performance. Beyond 10 kilocycles, the higher strength extrusion appears to have a longer life, although this was not statistically verified. It is suspected this is because of the increased variance at these longer fatigue lives. Further testing is required to verify this point. Additional testing of the extrusion showed that if the data are fitted to a Weibull model, the P/M extrusion has a vastly different failure rate than reported for ingot metallurgy (I/M) products. A decreasing failure rate for the P/M extrusion was verified with a nonparametric test. The difference in failure rates may be related to the finer grain size and constituent particle size found in P/M aluminum products. Additional study is needed to verify this hypothesis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue life. =650 \0$aPowder alloys. =650 \0$aAluminum forging. =650 \0$aLow cycle fatigue. =650 \0$aAluminum extrusion. =650 \0$aHigh cycle fatigue. =650 \0$aX7091 aluminum alloy. =650 \0$aLog-normal distribution. =650 \0$aAluminumpowder. =650 \0$aAluminum industry and trade. =650 14$aFatigue life. =650 24$aPowder alloys. =650 24$aWeibull density functions. =650 24$aLow cycle fatigue. =650 24$aHigh cycle fatigue. =650 24$aRapidly solidified aluminum. =650 24$aAluminum extrusion. =650 24$aAluminum forging. =650 24$aCT 91 aluminum alloy. =650 24$aX7091 aluminum alloy. =650 24$aLog-normal distribution. =700 1\$aCampbell, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10692J.htm =LDR 02680nab a2200517 i 4500 =001 JTE10694J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10694J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10694J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP435 =082 04$a612.8$223 =100 1\$aLawless, H.,$eauthor. =245 10$aContextual Effects in Category Ratings /$cH. Lawless. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aIn sensory evaluations of consumer products, panels of observers often use ratings on category scales to assess differences in the sensory characteristics of products. However, use of rating scales, especially by naive observers, is prone to several biases that may act to distort such judgments. Observers learn about the range and distribution of sensory values for a given characteristics, and then adjust their judgments of that characteristic so that a full range of the available categories are assigned, and so that the categories are assigned with roughly equal frequency. Unless trained and given a constant frame of reference, observers use category scales as relative, not absolute, scales of judgment, adjusting their internal strandards based upon the recent contexts within which a product was presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRatings. =650 \0$aObservations. =650 \0$aContext effects. =650 \0$aSensory evaluation. =650 \0$aPerception. =650 \0$aSenses and sensation. =650 14$aPerception. =650 24$aRatings. =650 24$aObservations. =650 24$aSensory evaluation. =650 24$aContext effects. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10694J.htm =LDR 02710nab a2200541 i 4500 =001 JTE10688J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10688J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10688J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aMoore, KD.,$eauthor. =245 10$aPositron Evaluation of Hydrogen in a 17 Nickel Maraging Steel /$cKD. Moore, FH. Cocks, PL. Jones. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aDoppler broadening measurements of the ?-ray emmision from positron annihilations have been made on a 17 nickel maraging steel, heat treated to Rockwell hardness, C Scale 49, and subsequently cathodically charged with hydrogen. Changes in the positron annihilation ?-ray spectra were measured using a line shape parameter (S) based on the ratio of central to total spectra area. The recovery of the S parameter as a function of time after hydrogen charging is correlated with hydrogen egress from the metal. The observed sensitivity of this Doppler broadening positron annihilation technique to hydrogen content is attributed to hydrogen compensation of lattice defects (dislocations) in the maraging steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHydrogen. =650 \0$aPositron. =650 \0$aMaraging steels. =650 \0$aNondestructive tests. =650 \0$aNondestructive testing. =650 \0$aQuality control. =650 \0$aEngineering inspection. =650 14$aNondestructive tests. =650 24$aPositron. =650 24$aHydrogen. =650 24$aMaraging steels. =700 1\$aCocks, FH.,$eauthor. =700 1\$aJones, PL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10688J.htm =LDR 02120nab a2200469 i 4500 =001 JTE11479J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11479J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11479J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.4.C34 =082 04$a621.37/2$223 =100 1\$aPapagiannakis, AT.,$eauthor. =245 10$aCalibration of Weigh-in-Motion Systems Through Dynamic Vehicle Simulation /$cAT. Papagiannakis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis paper describes two methods for calibrating weigh-in-motion (WIM) systems with the aid of dynamic vehicle simulations. A modified version of the vehicle simulation model VESYM, named VESYMF, is used for predicting the dynamic axle load variation exerted by heavy vehicles at a WIM site. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeigh-in-motion. =650 \0$aVehicle simulations. =650 \0$aCalibration. =650 \0$aTECHNOLOGY & ENGINEERING$xMechanical. =650 14$aWeigh-in-motion. =650 24$aVehicle simulations. =650 24$aCalibration. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11479J.htm =LDR 02671nab a2200541 i 4500 =001 JTE11488J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11488J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11488J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a666/.94$223 =100 1\$aGibbon, GJ.,$eauthor. =245 12$aA Low-Cost, Computer-Controlled Adiabatic Calorimeter for Determining the Heat of Hydration of Concrete /$cGJ. Gibbon, Y. Ballim, GRH Grieve. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aAn understanding of the rate and amount of heat generated during the early stages of hydration of concrete mixes is essential in the prediction of the thermal behavior of concrete structures. This paper describes the design and operation of a low-cost, computer-controlled adiabatic calorimeter used for the determination of the heat of hydration of concrete mixes using small samples of the concrete. Heat measurements are started approximately 10 min after water is added to the concrete and a continuous plot of the rate of heat generation is obtained. Furthermore, the use of the calorimeter for temperature-matched curing tests on concrete is also discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aCalorimetry. =650 \0$aThermal behavior. =650 \0$aHydration. =650 \0$aConcrete hardening. =650 \0$aSilica. =650 \0$aPortlandcement. =650 14$aHydration. =650 24$aConcrete. =650 24$aCalorimetry. =650 24$aThermal behavior. =700 1\$aBallim, Y.,$eauthor. =700 1\$aGrieve, GRH,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11488J.htm =LDR 03063nab a2200517 i 4500 =001 JTE11487J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11487J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11487J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C57 =082 04$a667/.9$223 =100 1\$aRutherford, KL.,$eauthor. =245 10$aTheory and Application of a Micro-Scale Abrasive Wear Test /$cKL. Rutherford, IM. Hutchings. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aA micro-scale abrasion test has recently been developed that allows measurement of the wear resistance of the surface regions of a material. The typical penetration depth is less than 30 ?m. The test uses a simple mechanical and optical system and involves rotating a hard steel sphere against a specimen in the presence of small abrasive particles. The method has been used to investigate the wear resistance of thin PVD coatings (1 to 5 µm), metallic glass ribbons, and paint films in addition to bulk samples of metals, ceramics, and glasses. The associated theory has been extended so that results may be obtained from any curved surface. This furthers its applicability to practical surface-engineered components such as twist drills, bearings, turbine blades, and biomedical prostheses. A detailed characterization of the experimental procedure has been undertaken to provide an understanding of the repeatability and sensitivity of the test. In a study of cutting-tool coatings, the wear resistance measured by this method has been shown to correlate with scratch test response and with the performance of coated end-mills in cutting tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAbrasion. =650 \0$aCoatings. =650 \0$aWear test. =650 \0$aSurface engineering. =650 \0$aSurface sealers. =650 \0$aProtective coatings. =650 14$aAbrasion. =650 24$aWear test. =650 24$aCoatings. =650 24$aSurface engineering. =700 1\$aHutchings, IM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11487J.htm =LDR 02994nab a2200541 i 4500 =001 JTE11478J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11478J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11478J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251.5 =082 04$a625.725$223 =100 1\$aNewcomb, DE.,$eauthor. =245 10$aRelationship Between Statistical Distributions of Traffic Loads and Pavement Responses /$cDE. Newcomb, BA. Chadbourn, DA. Van Deusen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aMechanistic-empirical design approaches have been developed to predict flexible pavement responses based on vehicle loads and elastic material parameters, but little is known about vehicle load distributions and seasonal changes in these parameters. Analysis of vehicle load and transverse strain distributions suggest a relationship between wheel loads and temperature-corrected strains. It appears that the wheel load distributions and corresponding temperature-corrected strain distributions are normal and lognormal, respectively. Plotting the 25th, 50th, 75th, and 99th percentile values from the load distribution against the corresponding percentiles from the strain distributions suggests a linear relationship between wheel load and temperature-corrected strain. This indicates that a probabilistic approach to traffic loadings may be incorporated into mechanistic-empirical design procedures for flexible pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTraffic data. =650 \0$aPavement design. =650 \0$aPavement analysis. =650 \0$aWeigh-in-motion data. =650 \0$aPavement performance. =650 \0$aInstrumentation. =650 14$aPavement design. =650 24$aPavement analysis. =650 24$aTraffic data. =650 24$aWeigh-in-motion data. =650 24$aPavement performance. =700 1\$aChadbourn, BA.,$eauthor. =700 1\$aVan Deusen, DA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11478J.htm =LDR 03296nab a2200553 i 4500 =001 JTE11474J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11474J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11474J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aEffect of Construction Adhesive and Joist Variability on the Deflection Behavior of Light-Frame Wood Floors /$cPJ. Pellicane, G. Robinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b44 =520 3\$aA total of 16,000 light-frame, structural floors of a geometry consistent with those used in residential construction throughout North America was numerically analyzed to determine deflection characteristics under a constant uniformly distributed load of 40 Ibf/ft2 (59.5 Pa). The intent of these analyses was to determine the effect of joist variability on the deflection behavior of light-frame floors and to quantify the contribution of elastomeric construction adhesives (ECA) in reducing the deflection of such systems. The joist property (moudlus of elasticity, MOE) was allowed to vary in a systematic fashion between 750 (5.17) and 3,000 (20.07) ksi (MPa) in increments of 250 ksi (1.72 MPa). In addition, the variability of the joists (at each value of MOE) varied between coefficient of variation (COV) values of 0.05 to 0.26 in increments of 0.03. One hundred floors were evaluated at each mean MOE value and at each COV value for the joists. All other sheathing and connector properties [nail slip modulus = 25,500 Ibf/in (4466 N/mm)] remained constant. However, after the 100 floors were analyzed using only nailed connections between joist and sheathing, the same 100 floors were analyzed with ECA used with the nails. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aLight-frame. =650 \0$aFloor systems. =650 \0$aJoist variability. =650 \0$aDeflection behavior. =650 \0$aConstruction adhesives. =650 \0$aAdhesives. =650 14$aWood. =650 24$aFloor systems. =650 24$aLight-frame. =650 24$aConstruction adhesives. =650 24$aJoist variability. =650 24$aDeflection behavior. =700 1\$aRobinson, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11474J.htm =LDR 03040nab a2200565 i 4500 =001 JTE11480J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11480J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11480J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL272.53 =082 04$a629.28/26$223 =100 1\$aKlein, LA.,$eauthor. =245 10$aEvaluation of Overhead and In-Ground Vehicle Detector Technologies for Traffic Flow Measurement /$cLA. Klein, MR. Kelley, MK. Mills. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAs part of the U.S. FHWA-sponsored Detection Technology for IVHS program, ultrasonic, microwave radar, infrared laser radar, nonimaging passive infrared, video image processing with visible and infrared spectrum imagery, acoustic array, high sampling rate inductive loop, conventional inductive loop, microloop, and magnetometer detector technologies were evaluated at freeway and surface street arterial sites in Minnesota, Florida, and Arizona. These states were chosen because they exhibited a wide range of climatic conditions. The criteria for selecting the detector evaluation sites included searching for roadways with high traffic density and suitable structures for mounting the overhead detectors. Approximately 5.9 Gbytes of digital and analog vehicle detection and signature data and more than 300 video tapes of the corresponding traffic flow were recorded. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDetectors. =650 \0$aTraffic sensors. =650 \0$aTraffic detectors. =650 \0$aDetection technology. =650 \0$aTraffic flow measurement. =650 \0$aTraffic accident investigation$xInstruments. =650 \0$aAutomobiles$xInstruments. =650 \0$aAutomotive sensors. =650 14$aDetectors. =650 24$aDetection technology. =650 24$aTraffic flow measurement. =650 24$aTraffic detectors. =650 24$aTraffic sensors. =700 1\$aKelley, MR.,$eauthor. =700 1\$aMills, MK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11480J.htm =LDR 03247nab a2200577 i 4500 =001 JTE11482J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11482J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11482J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aBlau, PJ.,$eauthor. =245 10$aNeeds and Challenges in Precision Wear Measurement /$cPJ. Blau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aAccurate and precise wear measurements are a key element in solving both current wear problems and in facilitating basic wear research. Applications range from assessing the durability of micro-scale components to the accurate screening of surface treatments and thin solid films. The need to distinguish small differences in wear rate presents problems for those who are developing new materials and surface treatments. The sensitivities of methods for measuring wear in ASTM standard test methods are discussed. Errors associated with using alternate methods of wear measurement on the same test specimen are described. Human judgmental factors are a concern in common methods for wear measurement, and the results of an experiment involving measurement of a simulated wear scar by ten different people are described. Precision in wear measurement is limited by both the capabilities of the measuring instruments and by the nonuniformity of wear processes. The advantages and disadvantages of measuring wear using micro- and nano-scale indentations is discussed. The current and future prospects for incorporating advanced, higher-precision wear measurement methods into standards must be evaluated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aMetrology. =650 \0$aWear testing. =650 \0$aWear standards. =650 \0$aNanoindentation. =650 \0$aMicroindentation. =650 \0$aWear measurements. =650 \0$aMechanical wear$xMeasurement. =650 \0$aPlastics$xTesting. =650 14$aWear. =650 24$aWear testing. =650 24$aWear measurements. =650 24$aMicroindentation. =650 24$aNanoindentation. =650 24$aWear standards. =650 24$aMetrology. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11482J.htm =LDR 02800nab a2200589 i 4500 =001 JTE11483J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11483J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11483J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1186 =082 04$a621.902$223 =100 1\$aBudinski, KG.,$eauthor. =245 10$aNeeds and Applications in Precision Measurement and Monitoring of Wear /$cKG. Budinski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aTool wear is one of the most costly problems in many manufacturing companies. Most companies have ongoing programs to try to reduce the cost of tool wear by continually improving tool materials. Part of improving tool life is monitoring the wear that is occurring. In the cutting and perforating of products made from plastic webs, the predominant mode of wear is polishing abrasion. Tool edges start in service with a very small radius which gets progressively larger as tool wear progresses. The minute wear is extremely difficult to quantify. This paper deals with the techniques that can be used to assess changes in tool edge radius produced by polishing abrasion from the product that is being shaped by tools. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEdge wear. =650 \0$aTool life. =650 \0$aTool wear. =650 \0$aCutting tools. =650 \0$aTool materials. =650 \0$aTool sharpness. =650 \0$aPolishing abrasion. =650 \0$aCutting machines. =650 \0$aMachinetools. =650 \0$aMetalcutting tools. =650 14$aCutting tools. =650 24$aTool materials. =650 24$aEdge wear. =650 24$aTool sharpness. =650 24$aPolishing abrasion. =650 24$aTool life. =650 24$aTool wear. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11483J.htm =LDR 02248nab a2200421 i 4500 =001 JTE11477J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11477J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11477J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE153 =082 04$a625.7$223 =100 1\$aFoderberg, DC.,$eauthor. =245 10$aSymposium on International Advanced Vehicle/Transportation Infrastructure Technology /$cDC. Foderberg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Symposium was held to develop the concept of and share experiences in integrating the design of vehicles and the transportation infrastructure. Advanced technologies and processes for simultaneous vehicle/transportation infrastructure design were emphasized. In addition, integrated information and control systems along with the technologies involved in the development of smart materials in vehicle and transportation infrastructure construction were included. Three of the twelve papers given at the Symposium are presented here. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTransportation$xEnvironmental aspects. =650 \0$aInfrastructure. =650 \0$aTECHNOLOGY & ENGINEERING$xEngineering. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11477J.htm =LDR 02771nab a2200637 i 4500 =001 JTE11476J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11476J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11476J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGB1001.72.M35 =082 04$a551.48/8015118$223 =100 1\$aAjayi, JO.,$eauthor. =245 10$aEffects of Surface Geometry on Fabric Friction /$cJO. Ajayi, HM. Elder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe influence of yarn geometry on surface topography, friction, and smoothness of fabrics is reported. A systematic increase in fabric construction (threads per cm) increases frictional resistance but the fabric surface becomes smoother. This is attributed to the diminishing crown height as yarn sett increases. Similarly, an increase in yarn linear density (diameter) also increases the frictional resistance and surface roughness. The increase in surface roughness is ascribed to an increase in mechanical interlocking of yarn crowns. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrimp. =650 \0$aSmoothness. =650 \0$aYarn crown. =650 \0$aYarn spacing. =650 \0$aFabric balance. =650 \0$aLinear density. =650 \0$aModular length. =650 \0$aCrimp amplitude. =650 \0$aFrictional resistance. =650 \0$aFrictional resistance (Hydrodynamics) =650 \0$aWater$xPollution. =650 14$aYarn crown. =650 24$aCrimp. =650 24$aCrimp amplitude. =650 24$aYarn spacing. =650 24$aFabric balance. =650 24$aFrictional resistance. =650 24$aSmoothness. =650 24$aLinear density. =650 24$aModular length. =700 1\$aElder, HM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11476J.htm =LDR 02944nab a2200685 i 4500 =001 JTE11475J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11475J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11475J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.1/5136$223 =100 1\$aAdams, DF.,$eauthor. =245 10$aExperimental Assessment of Four Composite Material Shear Test Methods /$cDF. Adams, EQ. Lewis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aFour ASTM standard shear test methods for characterizing composite materials were experimentally investigated: the short beam shear (ASTM D 2344), Iosipescu shear (ASTM D 5379), axial tension of a [±45]ns laminate (ASTM D 3518), and two-rail shear (ASTM D 4255). Six composite material systems were utilized: two thermoset matrix composites; S2 glass/3501-6 epoxy and AS4 carbon/3501-6 epoxy; and four thermoplastic matrix composites, S2 glass/polyetherketoneketone (PEKK), AS4 carbon/PEKK, E-glass/J2 polyamide and AS4 carbon/J2 polyamide. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIosipescu. =650 \0$aRail shear. =650 \0$aShort beam. =650 \0$aGlass/epoxy. =650 \0$aShear tests. =650 \0$aCarbon/epoxy. =650 \0$aShear modulus. =650 \0$aShear strength. =650 \0$aGlass/polyamide. =650 \0$aCarbon/polyamide. =650 \0$aShear strength of soils$xTesting. =650 \0$aVane shear tests. =650 14$aShear tests. =650 24$aShear strength. =650 24$aShear modulus. =650 24$aIosipescu. =650 24$aShort beam. =650 24$aRail shear. =650 24$a±45° tensile shear. =650 24$aGlass/epoxy. =650 24$aCarbon/epoxy. =650 24$aGlass/polyetherketoneketone carbon/polyetherketoneketone. =650 24$aGlass/polyamide. =650 24$aCarbon/polyamide. =700 1\$aLewis, EQ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11475J.htm =LDR 02121nab a2200517 i 4500 =001 JTE11472J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11472J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11472J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR853.C55 =082 04$a610.724$223 =100 1\$aMandel, J.,$eauthor. =245 10$aRepeatability and Reproducibility for Pass/Fail Data /$cJ. Mandel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA distribution-free method is presented for the evaluation of the reproducibility standard deviation in interlaboratory studies. The method is especially useful in the analysis of pass/fail interlaboratory data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRepeatability. =650 \0$aAttribute data. =650 \0$aPass/fail data. =650 \0$aReproducibility. =650 \0$aInterlaboratory studies. =650 \0$aMulticenter Studies. =650 14$aAttribute data. =650 24$aInterlaboratory studies. =650 24$aPass/fail data. =650 24$aReproducibility. =650 24$aRepeatability. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11472J.htm =LDR 03413nab a2200529 i 4500 =001 JTE11484J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11484J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11484J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1075 =082 04$a621.8/9$223 =100 1\$aZanoria, ES.,$eauthor. =245 14$aThe Nonvibrating Kelvin Probe and Its Application for Monitoring Surface Wear /$cES. Zanoria, K. Hamall, S. Danyluk, AL. Zharin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis paper reports on the design and development of the nonvibrating Kelvin probe that could be used as a noncontact sensor for tribological damage. This device detects surface charge through temporal variation in the electron work function of a material. Experiments are performed to demonstrate the operation of the probe on a rotating aluminum shaft. The probe, made of lead, is placed adjacent (<0.5-mm distance) to the shaft. The two surfaces, which are electrically connected, form a capacitor. Benchmark experiments on the variation of the work function with changes in surface chemistry were performed by coating a segment along the shaft circumference with a colloidal silver paint. As the shaft rotated, the probe senses changes in the contact potential difference with the shaft surface, due to the compositional variation. The temporal variation in the contact potential difference induces a current in an external electrical circuit. This current is amplified and converted to a voltage signal. The magnitude of the signal decreases asymptotically with the electrode-shaft distance and increases linearly with the rotational frequency, as expected. These results are consistent with the theoretical. Preliminary tests to detect mechanical surface damage, using the probe, were also done. These results show that the Kelvin probe can distinguish geometrical features on the surface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKelvin probe. =650 \0$aSurface wear. =650 \0$aWork function. =650 \0$aSurface preparation. =650 \0$aNanodiamonds$xIndustrial applications. =650 \0$aMechanical wear. =650 14$aSurface wear. =650 24$aWork function. =650 24$aKelvin probe. =700 1\$aHamall, K.,$eauthor. =700 1\$aDanyluk, S.,$eauthor. =700 1\$aZharin, AL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11484J.htm =LDR 03937nab a2200613 i 4500 =001 JTE11473J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11473J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11473J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aGonzález, JJ.,$eauthor. =245 10$aLow-Temperature Aging Kinetics in Cast Duplex Stainless Steels :$bExperimental Characterization /$cJJ. González, F. Gutiérrez-Solana, L. Sánchez, J. Setién. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aLow-temperature aging (280 to 300°C) of duplex (austenite-ferrite) stainless steels and their resulting long-term loss of toughness is a well-known problem in the energy-producing as well as in other industrial sectors.In order to analyze the problem, the phenomenon was assumed to be thermally activated, accelerated aging at higher temperatures (350 to 400°C) was planned, and the activation energy was estimated.Assuming that the cause of brittleness is the ferrite's spinodal decomposition into the ? and ?' phases, the present work analyzes the aging kinetics at three temperatures (280, 350, and 400°C) by means of microhardness measurements of the ferritic phase taken in three different duplex stainless steels named after their ferrite content, 12F, 18F and 22F.In view of the microhardness results, an exponential law is proposed to represent the temporal evolution for each of the steels, with three parameters, of which one varies with aging temperature.It should be noted that there is no unique value for the activation energy in all the 280 to 400°C range.This should be divided into smaller subranges for more precision, and here it is shown that in all cases the extrapolation to the service temperature (280°C) of the results obtained in the 350 to 400°C range produces non-conservative results.These results are discussed considering the effect of the G-phase precipitation on the spinodal decomposition kinetics.For assessment applications a mathematical law is proposed that represents the aging kinetics of these steels and that provides reliable results for their service temperature (280°C) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aG-phase. =650 \0$aMicrohardness. =650 \0$aAging kinetics. =650 \0$aActivation energy. =650 \0$aAging embrittlement. =650 \0$aSpinodal decomposition. =650 \0$aSteel. =650 \0$aSteel Metallurgy. =650 14$aCast duplex stainless steels. =650 24$aAging embrittlement. =650 24$aMicrohardness. =650 24$aAging kinetics. =650 24$aActivation energy. =650 24$aSpinodal decomposition. =650 24$aG-phase. =650 24$aChemical composition of ferrite. =700 1\$aGutiérrez-Solana, F.,$eauthor. =700 1\$aSánchez, L.,$eauthor. =700 1\$aSetién, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11473J.htm =LDR 03715nab a2200565 i 4500 =001 JTE11485J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11485J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11485J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aWang, A.,$eauthor. =245 14$aThe Significance of Nonlinear Motion in the Wear Screening of Orthopaedic Implant Materials /$cA. Wang, VK. Polineni, A. Essner, M. Sokol, DC. Sun, C. Stark, JH. Dumbleton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aLinear reciprocating pin-on-plate-type wear testing has been a standard technique for the screening of orthopaedic implant materials since the early 1980s. This investigation compares a wear screening technique based on linear motion with a modern hip joint simulator based on multi-axial motion. Two groups of differently sterilized UHMWPE samples were tested. The first group of samples was sterilized by ethylene oxide (EtO) gas that caused no structural changes in the UHMWPE. The second group of samples was sterilized in nitrogen by gamma-irradiation and then subjected to a stabilization treatment that resulted in a significant level of crosslinking in the UHMWPE. When tested on the linear reciprocating wear machine, the EtO sterilized specimens (non-crosslinked linear polyethylene) showed an approximately 30% lower wear rate than the gamma-irradiated and stabilized specimens (crosslinked polyethylene). When tested on the hip simulator, the EtO sterilized specimens exhibited two to three times higher wear rates than the gamma irradiated and stabilized specimens. The ranking of wear resistance obtained with the hip simulator was strikingly different than that obtained with the linear reciprocating wear machine. This study indicates that screening wear machines based on linear motion do not correlate with multi-axial joint simulators and may produce misleading results in the prediction of clinical wear performance of UHMWPE bearing materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStabilized UHMWPE. =650 \0$aHip simulator testing. =650 \0$aMechanical wear$xMeasurement. =650 \0$aPlastics$xTesting. =650 14$aReciprocating wear testing. =650 24$aHip simulator testing. =650 24$aUltrahigh molecular weight polyethylene. =650 24$aEthylene oxide sterilized UHMWPE. =650 24$aStabilized UHMWPE. =700 1\$aPolineni, VK.,$eauthor. =700 1\$aEssner, A.,$eauthor. =700 1\$aSokol, M.,$eauthor. =700 1\$aSun, DC.,$eauthor. =700 1\$aStark, C.,$eauthor. =700 1\$aDumbleton, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11485J.htm =LDR 03032nab a2200541 i 4500 =001 JTE11486J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11486J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11486J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aYust, CS.,$eauthor. =245 10$aPrecision Profilometry of Wear Scars on Curved Surfaces /$cCS. Yust, PJ. Blau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aWear scars less than 1 ?m in depth are a challenge to measure accurately by surface profilometry, particularly if they are formed on a curved surface. The resultant curved traces limit the use of the vertical scale enlargements necessary for the detection and measurement of minimal wear scars. Profilometer traces on the surface of an internal combustion engine cylinder, for example, commonly yield curved traces even when the stylus moves parallel to the cylinder axis because of (a) the difficulty in orienting the profilometer trace precisely along an element of the cylindrical surface and (b) small departures from a true cylindrical form in most manufactured cylinders. A simple procedure has been devised that permits a curved trace to be "straightened" and scaled to facilitate the determination of wear scar depths and cross sections in the sub-micron range. In some cases, wear scars within the original surface roughness can be detected and measured. The procedure will be illustrated on wear scar depths of 1 ?m and less in cylindrical surfaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aProfilometry. =650 \0$aCylinder wear. =650 \0$aWear measurement. =650 \0$aSurface roughness. =650 \0$aMechanical wear$xMeasurement. =650 \0$aPlastics$xTesting. =650 14$aWear. =650 24$aWear measurement. =650 24$aProfilometry. =650 24$aSurface roughness. =650 24$aCylinder wear. =700 1\$aBlau, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11486J.htm =LDR 02538nab a2200481 i 4500 =001 JTE11489J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11489J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11489J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGE45.R44 =082 04$a550/.28$223 =100 1\$aPrine, D.,$eauthor. =245 10$aFirst Continuous Remote Bridge Monitoring System Ensures Safe Operation of 65-Year-Old Rolling Bascule Bridge /$cD. Prine. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Infrastructure Technology Institute (ITI) at Northwestern University has installed what is believed to be the first continuous remote monitoring system on a highway bridge in the world. The system was installed on a rolling bascule bridge over Sturgeon Bay in Door County, Wisconsin. It allows engineers located at ITI to closely monitor crack propagation and other conditions on the bridge which is near the end of its design life. The system is intended to serve as the prototype for a new method to monitor the condition of aging bridges in order to ensure public safety and allocate scarce rehabilitation and replacement funds in an optimal manner. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBridges. =650 \0$aBridge management. =650 \0$aRemote monitoring. =650 \0$aEnvironmental monitoring$xRemote sensing. =650 14$aNon-destructive evaluation. =650 24$aBridges. =650 24$aRemote monitoring. =650 24$aBridge management. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11489J.htm =LDR 02139nab a2200409 i 4500 =001 JTE11481J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11481J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11481J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aBlau, PJ.,$eauthor. =245 10$aSymposium on Needs and Applications in Precision Measurement and Monitoring of Wear /$cPJ. Blau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWear exacts a high price on our economy, exceeding tens of billions of dollars per year. Anyone who owns an automobile conveyances rolling down the highways, plowing the seas, flying through the skies, and the cost becomes astronomical. Not surprisingly, wear manifests itself in many places-from the grinding of our teeth and the fretting of our joints to the immense turbine drives that power great aircraft carriers and the motors, gears and bearings that run the machines of industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMechanical wear$xMeasurement. =650 \0$aPlastics$xTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11481J.htm =LDR 03037nab a2200589 i 4500 =001 JTE11980J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11980J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11980J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aChurch, JR.,$eauthor. =245 10$aBearing Strength of White Oak Pegs in Red Oak and Douglas Fir Timbers /$cJR. Church, BW. Tew. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe safe and consistent design of connections in modern timber-framed structures requires an understanding of the structural properties of the timbers as well as the bearing and bending strength limitations of the where oak pegs used in construction. This paper addresses the bearing strength of white oak dowels in both red oak and Douglas fir timbers. The effects of peg grain orientation, peg diameter, peg-hole clearance, specimen grain orientation, and specimen wood species were studied. A modified bearing strength test was developed to eliminate localized crushing of the white oak dowel by the test machine. Bearing strength tests were performed on 183 wood specimens. The bearing strength of pegged connections was found to be relatively insensitive to the factors investigated and lower than bearing strengths using similar steel fasteners for all test configurations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFastener. =650 \0$aBearing stress. =650 \0$aBearing strength. =650 \0$aWood connections. =650 \0$aPegged connections. =650 \0$aTimber connections. =650 \0$aTimber frame structures. =650 \0$aStrains and stresses. =650 \0$aMechanical prestressing. =650 14$aBearing strength. =650 24$aTimber frame structures. =650 24$aTimber connections. =650 24$aWood connections. =650 24$aPegged connections. =650 24$aFastener. =650 24$aBearing stress. =700 1\$aTew, BW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11980J.htm =LDR 02737nab a2200601 i 4500 =001 JTE11977J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11977J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11977J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169 =082 04$a620.00452$223 =100 1\$aKumaran, MK.,$eauthor. =245 10$aInterlaboratory Comparison of the ASTM Standard Test Methods for Water Vapor Transmission of Materials (E 96-95) /$cMK. Kumaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn interlaboratory comparison was initiated by the ASTM C16 Committee on Thermal Insulation to determine the precision of the test method prescribed by ASTM Standard Test Methods for Water Vapor Transmission of Materials (E 96-95) Expanded polystyrene board was chosen as the test material.Nine laboratories completed the measurements according to the dry cup and the wet cup procedures prescribed by the standard.Statistical analyses of the data resulted in the following precision statement for the water vapor permeability:. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPermeance. =650 \0$aPermeability. =650 \0$aWater method. =650 \0$aRepeatability. =650 \0$aReproducibility. =650 \0$aDesiccant method. =650 \0$aRelative humidity. =650 \0$aWater vapor transmission. =650 \0$aReproducibility of Results. =650 \0$aReliability (Engineering) =650 14$aWater vapor transmission. =650 24$aPermeability. =650 24$aPermeance. =650 24$aRelative humidity. =650 24$aDesiccant method. =650 24$aWater method. =650 24$aRepeatability. =650 24$aReproducibility. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11977J.htm =LDR 02817nab a2200553 i 4500 =001 JTE11981J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11981J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11981J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aPatton-Mallory, M.,$eauthor. =245 10$aModeling Bolted Connections in Wood :$bA Three-Dimensional Finite-Element Approach /$cM. Patton-Mallory, FW. Smith, PJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA three-dimensional (3-D) finite-element model was developed and verified which is capable of predicting the failure mode and load-deformation (P - ?) behavior of a single bolted connection in wood. The 3-D geometry of the model is complemented by a trilinear orthotropic constitutive model for wood and an elastic-perfectly plastic constitutive characterization of the pin (bolt). The model accounted for the nonlinear behavior found in bolted wood connections associated with wood crushing and geometric nonlinearities at the wood/metal interface. A special contact element was used at the wood/pin interface to enforce a criterion of no pin penetration (i.e., strain compatibility) through the wood member. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aStress analysis. =650 \0$aThree-dimensional. =650 \0$aBolted connections. =650 \0$aFinite element model. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aThree-dimensional. =650 24$aFinite element model. =650 24$aBolted connections. =650 24$aWood. =650 24$aStress analysis. =700 1\$aSmith, FW.,$eauthor. =700 1\$aPellicane, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11981J.htm =LDR 02965nab a2200553 i 4500 =001 JTE11983J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11983J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11983J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aBradtmueller, JP.,$eauthor. =245 10$aMechanical Properties of Laminated Veneer Lumber via Five-Point Bending Test /$cJP. Bradtmueller, MO. Hunt, SM. Shook. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe five-point bending test is shown to be an effective and efficient way of determining the mechanical properties of structural composite lumber. Shear strength, bending strength, shear-free Young's modulus of elasticity and shear modulus for both plank (flatwise) and joist (edgewise) orientations can be obtained with simple adjustments of the test configuration. Span or span-to-depth ratios are adjusted to produce either predominantly shear or bending failure. To determine elastic constants, a removable center support creates the necessary situation for both four-point bending and five-point bending. Use of a deflection yoke is especially important in determining the shear moduli. Results are reported for testing laminated veneer lumber. which was selected as representative of the evolving family of structural composite lumber products. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear modulus. =650 \0$aBending modulus. =650 \0$aFive-point bending. =650 \0$aEdgewise shear strength. =650 \0$aLaminated veneer lumber. =650 \0$aShear (Mechanics) =650 14$aBending modulus. =650 24$aShear modulus. =650 24$aEdgewise shear strength. =650 24$aFive-point bending. =650 24$aLaminated veneer lumber. =650 24$aStructural composite lumber. =700 1\$aHunt, MO.,$eauthor. =700 1\$aShook, SM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11983J.htm =LDR 03136nab a2200553 i 4500 =001 JTE11984J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11984J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11984J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aSegall, AE.,$eauthor. =245 12$aA Probabilistic Study of the Influence of Hanger Alignment on the Reliability of Refractory Furnace Roof Anchors /$cAE. Segall, DL. Shelleman, MJ. Pan, RA. Landy, BR. Nelson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA probabilistic fracture methodology was applied to an analysis of refractory anchors used for furnace roof construction. Initially, strength date were obtained from modulus of rupture (MOR) specimens machined from refractory anchors composed of three different materials. For all of the fracture strength tests, the tension side of the MOR specimens was always taken from the as-pressed/fired surface of a sectioned anchor to ensure that the resulting data accurately reflected the strength of the as-used materials. The resulting Weibull data were then used in conjunction with a finite-element stress analysis and probabilistic reliability assessment to determine the influence of the alignment of the metal hangers used to secure the anchors. While all three materials exhibited a vulnerability to brittle fracture under the applied loads, the risk was clearly the highest when the metal hanger was not properly aligned and loads therefore not properly distributed over the entire contact region. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetal hanger. =650 \0$aRefractory anchors. =650 \0$aFracture methodology. =650 \0$aFurnace construction. =650 \0$afracture mechanics. =650 14$aFracture methodology. =650 24$aRefractory anchors. =650 24$aFurnace construction. =650 24$aMOR. =650 24$aMetal hanger. =700 1\$aShelleman, DL.,$eauthor. =700 1\$aPan, MJ.,$eauthor. =700 1\$aLandy, RA.,$eauthor. =700 1\$aNelson, BR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11984J.htm =LDR 02402nab a2200529 i 4500 =001 JTE11982J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11982J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11982J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aBraam, JJ.,$eauthor. =245 12$aA Statistical Evaluation of the Staircase and the ArcSin?P Methods for Determining the Fatigue Limit /$cJJ. Braam, S. van der Zwaag. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA critical evaluation of the statistics of the fatigue limit as determined by the staircase method and the ArcSin?P transformation is presented. The effects of the testing conditions on the accuracy of results obtained are examined. A modified analysis of the data obtained via the staircase method is presented which yields a reliable estimate of the standard deviation of the fatigue limit, even for small sample sets. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArcSin?P. =650 \0$aStatistics. =650 \0$aDfatigue limit. =650 \0$aStaircase method. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aStaircase method. =650 24$aArcSin?P. =650 24$aDfatigue limit. =650 24$aStatistics. =700 1\$avan der Zwaag, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11982J.htm =LDR 03082nab a2200553 i 4500 =001 JTE11987J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11987J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11987J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aKhoddam, S.,$eauthor. =245 12$aA Method of Finding the Effective Length of the Specimen Used in the Hot Torsion Test and Recommendations on Geometry of the Test Specimen /$cS. Khoddam, YC. Lam, PF. Thomson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe length of the specimen in the hot torsion test is an important geometrical parameter and affects all calculations based on the results of the hot torsion test. To lessen the error in the analysis of the specimen due to deformation outside the gage length, an effective length may be used. Improvement in the accuracy of analyses of the hot torsion test is also important to inverse numerical solutions because the initial guess needed to start an inverse numerical solution may be obtained using an analytical solution. Determination of the effective length of a specimen is explained and illustrated for two different constitutive relationships. Recommendations on the choice of the hot torsion test specimen are given. It is shown that neglect of deformation outside the gage section may result in the flow curve obtained by using the hot torsion test results being lower than the flow curve achieved by other tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlow curve. =650 \0$aFinite element. =650 \0$aHot torsion test. =650 \0$aGeometry of the test. =650 \0$aConstitutive parameters. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aHot torsion test. =650 24$aConstitutive parameters. =650 24$aFlow curve. =650 24$aFinite element. =650 24$aGeometry of the test. =700 1\$aLam, YC.,$eauthor. =700 1\$aThomson, PF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11987J.htm =LDR 02946nab a2200505 i 4500 =001 JTE11979J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11979J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11979J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aWennhage, P.,$eauthor. =245 10$aTesting of Sandwich Panels Under Uniform Pressure /$cP. Wennhage, D. Zenkert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe properties of a testing device for transverse loading of simply supported sandwich panels using a uniformly distributed load are investigated. Differences between hard and soft simply supported boundary conditions are verified. Shear stream gages are used to measure the shear stress in the core of the sandwich. The deflection, strains on the upper face, and the load distribution and measured on an isotropic sandwich panel and the same properties are calculated using an analytical method and a finite-element method (FEM). The boundary conditions are investigated by letting the FEM program calculate the solution for both soft and hard simply supported boundaries. The results show that the type of simply supported boundary conditions has a considerable effect on the solution. It is shown that the test panel used in this research better represents the soft boundary conditions. It is noted that the pressure can vary substantially close to the corners of the panel but is uniformly distributed over the central part of the panel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSandwich. =650 \0$aPanel testing. =650 \0$aShear strain gage. =650 \0$aShear (Mechanics) =650 14$aPanel testing. =650 24$aSandwich. =650 24$aUniformly distributed load. =650 24$aShear strain gage. =650 24$aHard and soft boundary conditions. =700 1\$aZenkert, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11979J.htm =LDR 02699nab a2200553 i 4500 =001 JTE11986J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11986J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11986J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.F5 =082 04$a620/.5$223 =100 1\$aSchaeffer, SL.,$eauthor. =245 10$aImpact Force Comparison of Polymers :$bMolded-Notch Versus Cut-Notch Using the ASTM D 256 Izod Impact Test Method /$cSL. Schaeffer, RL. Johnson, WB. Lewis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis study was conducted to compare the Izod impact values of injection molded polymer specimens with molded- versus machined-notch specimens. The ASTM D 256 notched Izod impact test was used to measure the impact values of both specimen types. The impact values were compared to determine if differences exist between specimens that had the molded notch and specimens that had the cut notch. Post-molding machining of the notch is the procedure required by ASTM D 256-93a, Standard Test Methods for Determining the Pendulum Impact Resistance of Notched Specimens of Plastics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact testing. =650 \0$aMaterials testing. =650 \0$aIzod impact testing. =650 \0$aPendulum impact testing. =650 \0$aPolymers. =650 \0$aEngineering materials. =650 \0$aOrganic polymers. =650 14$aIzod impact testing. =650 24$aImpact testing. =650 24$aMaterials testing. =650 24$aPolymers. =650 24$aPendulum impact testing. =700 1\$aJohnson, RL.,$eauthor. =700 1\$aLewis, WB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11986J.htm =LDR 02835nab a2200637 i 4500 =001 JTE11988J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11988J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11988J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ180 =082 04$a311.2$223 =100 1\$aHamm, RW.,$eauthor. =245 13$aAn International Survey of Small-Crack Research /$cRW. Hamm, WS. Johnson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aA survey was conducted to determine the comment state of international research on small cracks. The survey consisted inquiries regarding the nature of the research, the materials studied,, the applications of the investigators' research, the smallest crack size monitored, the techniques used to monitor crack growth, the testing environment, the surface conditioning/preparation, and the models to predict crack growth. Survey participants were also asked to identify problem areas they were addressing with their research and other important unresolved questions regarding small cracks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aModeling. =650 \0$aTolerance. =650 \0$aFazzy sets. =650 \0$aSmall-crack. =650 \0$aSmall-crack effect. =650 \0$aMechanically small cracks. =650 \0$aScience$xExperiments. =650 \0$aMathematical statistics. =650 \0$aStatistics. =650 14$aSmall-crack. =650 24$aSmall-crack effect. =650 24$aChemical crack size effect. =650 24$aStress-intessity threshold. =650 24$aDamage. =650 24$aTolerance. =650 24$aModeling. =650 24$aMechanically small cracks. =650 24$aMicrostructurally small cracks. =650 24$aFazzy sets. =700 1\$aJohnson, WS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11988J.htm =LDR 03325nab a2200565 i 4500 =001 JTE11985J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11985J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11985J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aZhu, YT.,$eauthor. =245 10$aEvaluation of Modified Weibull Distribution for Describing the Strength of Ceramic Fibers and Whiskers with Varying Diameters /$cYT. Zhu, DP. Butt, ST. Taylor, TC. Lowe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aA modified Weibull distribution is evaluated for characterizing the statistical strength of ceramic fibers and whiskers with varying diameters from filament to filament. Many commercial ceramic fibers and whiskers have a significant range of diameters. A single-modal Weibull distribution is found inadequate to describe the statistical strength of these fibers and whiskers because of the effect of fiber diameter variation on strength. Procedures for extracting distribution parameters for the modified Weibull distribution from experimental data are presented. Comparison of the modified Weibull distribution with the single-modal Weibull distribution is made for the strength data from Nicalon fibers, Nextel (Al2O3) fibers, hydridopolysilzazlane (HPZ) Si-N-C-O fibers, Al2O3 whiskers, Si3N4 whiskers, and SiC whiskers. Due to its ability to account for the diameter effect on strength, the modified Weibull distribution can yield a more accurate ? value than the single-modal Weibull distribution. The Modified Weibull distribution is shown to fit experimental data well and is recommended for characterizing the strength of ceramic fibers and whiskers, the diameters of which vary from filament to filament. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFiber. =650 \0$aWhisker. =650 \0$aStrength. =650 \0$aVarying diameter. =650 \0$aWeibull distribution. =650 \0$aProbabilities. =650 \0$aWeibull method. =650 14$aModified Weibull distribution. =650 24$aStrength. =650 24$aVarying diameter. =650 24$aFiber. =650 24$aWhisker. =700 1\$aButt, DP.,$eauthor. =700 1\$aTaylor, ST.,$eauthor. =700 1\$aLowe, TC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11985J.htm =LDR 03278nab a2200517 i 4500 =001 JTE11978J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11978J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11978J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aYang, L.,$eauthor. =245 10$aCumulative Fatigue Damage Mechanisms and Quantifying Parameters :$bA Literature Review /$cL. Yang, A. Fatemi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b128 =520 3\$aCumulative fatigue damage analysis plays an important role in fatigue life prediction of components and structures which are subjected to field loading histories. Understanding of cumulative damage mechanisms is essential since it provides the necessary physical bases for modeling the cumulative damage process. A damage measure that can reflect and quantify the real damage state the material undergoes is also a key issue for successful modeling of cumulative fatigue damage. This review paper provides a comprehensive overview of research activities highlighting the recent findings and progress on phenomenological observations and mechanisms, as well as quantification measures of cumulative fatigue damage. Depending on the definition of failure or the characteristics of failure experienced in a material, the effectiveness of a damage parameter could vary from case to case. Many damage parameters have been proposed and many of them are in use. Those to be reviewed are sorted into categories of metallurgical parameters, surface crack quantifications, mechanical measures, and physical parameters. Early studies on cumulative damage mechanisms and quantifying measures are reviewed only briefly, since they have been covered in the existing literature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCumulative fatigue damage. =650 \0$aFatigue damage mechanisms. =650 \0$aFatigue damage parameters. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aCumulative fatigue damage. =650 24$aFatigue damage accumulation. =650 24$aFatigue damage parameters. =650 24$aFatigue damage mechanisms. =700 1\$aFatemi, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11978J.htm =LDR 03492nab a2200721 i 4500 =001 JTE11555J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11555J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11555J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aVeerabhadra Rao, P.,$eauthor. =245 10$aEstimation of Cavitation Erosion with Incubation Periods and Material Properties /$cP. Veerabhadra Rao, CS. Martin, BC. Syamala Rao, NS. Lakshmana Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aA detailed study of the normalized correlations between the incubation period tc and the properties of various materials tested in a rotating disk device indicates that, at very high intensities, the strength properties influence the duration of tc. The analysis of extensive data from other laboratories for cavitation and liquid impingement erosion also indicates that, while both energy and strength properties influence the duration of tc, the latter ones predominate for a majority of cases. A fatigue-type failure occurs during tc. For estimating the time required to pierce a metallic specimen in a rotating device a relationship tp = 160 tc0.44 is proposed. A detailed study of normalized correlations between erosion resistance (inverse of erosion rate) and tc values of different materials tested in the rotating disk shows that correlations are good. Analysis of data from eight other investigators clearly points out the validity and the usefulness of this type of prediction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aFailure. =650 \0$aCavitation. =650 \0$aIntensities. =650 \0$aInteraction. =650 \0$aPredictions. =650 \0$aCorrelations. =650 \0$aLiquid impact. =650 \0$aRotating disk. =650 \0$aIncubation period. =650 \0$aFatigue (materials) =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aErosion. =650 24$aCavitation. =650 24$aPredictions. =650 24$aFatigue (materials) =650 24$aIncubation period. =650 24$aCorrelations. =650 24$aIntensities. =650 24$aInteraction. =650 24$aLiquid impact. =650 24$aFailure. =650 24$aRotating disk. =700 1\$aMartin, CS.,$eauthor. =700 1\$aSyamala Rao, BC.,$eauthor. =700 1\$aLakshmana Rao, NS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11555J.htm =LDR 02338nab a2200493 i 4500 =001 JTE11559J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11559J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11559J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1/123/0287$223 =100 1\$aKeusseyan, RL.,$eauthor. =245 10$aPrecision Strain Measurement at Elevated Temperatures Using a Capacitance Probe /$cRL. Keusseyan, C-Y Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA new type of capacitance displacement measuring system has been developed. The gage is directly attached to the specimen for measurements at elevated temperatures. This system has been successfully used in materials testing at temperatures up to 600°C with excellent repeatability and resolution in strain in the 10-6 range. Good temperature stability of the entire system is required to achieve the reported capabilities. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTension tests. =650 \0$aStrain measurement. =650 \0$aHigh temperature tests. =650 \0$aStrain gages. =650 \0$aStrains and stresses$xMeasurement. =650 14$aTension tests. =650 24$aHigh temperature tests. =650 24$aStrain measurement. =700 1\$aLi, C-Y,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11559J.htm =LDR 02260nab a2200517 i 4500 =001 JTE11560J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11560J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11560J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aSchwalbe, K-H,$eauthor. =245 10$aApplication of the Electrical Potential Method to Crack Length Measurements Using Johnson's Formula /$cK-H Schwalbe, D. Hellmann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe applicability of Johnson's equation for the potential drop to three specimen geometries is demonstrated. In addition, some remarks are made concerning the influence of crack length and specimen width on the resolution of the potential method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPotential theory. =650 \0$aCrack propagation. =650 \0$aSpecimen geometry. =650 \0$aFractures (materials) =650 \0$aFracture mechanics. =650 14$aFractures (materials) =650 24$aCrack propagation. =650 24$aPotential theory. =650 24$aSpecimen geometry. =650 24$aInfluence of dimensions on sensitivity. =700 1\$aHellmann, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11560J.htm =LDR 02035nab a2200481 i 4500 =001 JTE11556J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11556J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11556J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS335 =082 04$a632.90182$223 =100 1\$aTye, JB.,$eauthor. =245 10$aSampling Plans with Low Consumers' Risk /$cJB. Tye. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aWhen a low consumers' risk is required it can be controlled through the use of a sampling plan. This plan starts with the average outgoing quality limit and works through the limiting quality level to arrive at the sampling plan. Very large sample sizes are required. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSampling. =650 \0$aConsumers. =650 \0$aQuality assurance. =650 \0$aSampling (Statistics) =650 \0$aSequential analysis. =650 14$aQuality assurance. =650 24$aSampling. =650 24$aConsumers. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11556J.htm =LDR 02775nab a2200505 i 4500 =001 JTE11557J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11557J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11557J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS335 =082 04$a632.90182$223 =100 1\$aZaikoff, P.,$eauthor. =245 10$aQuality Control of Tests Conducted on Bituminous Mixtures in Quebec /$cP. Zaikoff, A. Bouchard, R. Langlois. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe quality assurance system of the Quebec Ministry of Transport uses laboratory test results to evaluate the quality of bituminous concretes. The success of the system depends to a large extent on the reliability of these results. To evaluate on a day-to-day basis the reliability of the results, the Ministry developed a method to control the quality of laboratory tests based on the precision and accuracy of the test method used (that is, interlaboratory control) and on the reliability of results obtained by each laboratory (that is, within-laboratory control). The application of such a method has permitted the Ministry to obtain and even increase the confidence that the quality assurance system will succeed. It has also allowed the Ministry to detect and correct certain weaknesses attributed either to the test methods or the laboratories. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSampling. =650 \0$aQuality control. =650 \0$aBituminous concretes. =650 \0$aSampling (Statistics) =650 \0$aSequential analysis. =650 14$aQuality control. =650 24$aBituminous concretes. =650 24$aSampling. =700 1\$aBouchard, A.,$eauthor. =700 1\$aLanglois, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11557J.htm =LDR 02522nab a2200529 i 4500 =001 JTE11558J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11558J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11558J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1637 =082 04$a621.36/7$223 =100 1\$aServer, WL.,$eauthor. =245 14$aThe Measurement of Absorbed Charpy Impact Energy Using a Vertical Drop Tower /$cWL. Server, GR. Henderson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aStandard Charpy calibration specimens designed for verification of pendulum impact machines have been tested on a vertical drop tower impact machine. Two different test techniques (optical velocity measurement and integrated digital load-time response) for measuring the fracture energy of these specimens have produced equivalent sets of data which match the range of expected pendulum machine results. The more flexible vertical drop tower machine can therefore be used to measure Charpy impact energies with the same reliability as the conventional pendulum machines. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnergy. =650 \0$aDrop tower. =650 \0$aImpact test. =650 \0$aInstrumented tup. =650 \0$aVelocity measurement. =650 \0$ameasurement. =650 14$aImpact test. =650 24$aEnergy. =650 24$aVelocity measurement. =650 24$aDrop tower. =650 24$aInstrumented tup. =700 1\$aHenderson, GR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11558J.htm =LDR 03261nab a2200553 i 4500 =001 JTE11553J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11553J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11553J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aGarud, YS.,$eauthor. =245 10$aMultiaxial Fatigue :$bA Survey of the State of the Art /$cYS. Garud. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b118 =520 3\$aThis paper surveys the current state of knowledge concerning multiaxial fatigue. Developments are presented in chronological order and are discussed so as to supplement existing reviews in this field. Emphasis is placed primarily on the criteria or methods of evaluation of fatigue strength under general multiaxial loading at room temperature. The survey indicates that the early development of the criteria was based on extensions of static yield theories to fatigue under combined stresses. These are stress-based criteria limited primarily to high-cycle fatigue. Most of the later criteria are strain-based. These criteria fall into two broad groups: the equivalent stress or strain type and the critical plane type. Most of these criteria commonly lack considerations of the cyclic stress-strain response. Their application to nonproportional loading suffers from difficulties in implementation or from inconsistencies with results of experiments. Recent approaches fall in the category of continuous damage evaluation methods. At present, these appear to be abstract or difficult to implement. All the above criteria are critically examined and compared. With this background, a new plastic work approach, proposed by the author, is discussed briefly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aCyclic loads. =650 \0$aFatigue criteria. =650 \0$aFatigue (materials) =650 \0$aCritique and comparison. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue (materials) =650 24$aCyclic loads. =650 24$aStresses. =650 24$aFatigue criteria. =650 24$aChronological survey. =650 24$aCritique and comparison. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11553J.htm =LDR 03139nab a2200625 i 4500 =001 JTE11554J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11554J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11554J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aVeerabhadra Rao, P.,$eauthor. =245 10$aSimilarities in Different Experiments of Erosion Caused by Cavitation and Liquid Impingement /$cP. Veerabhadra Rao, BC. Syamala Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aCorrelations of erosion resistances of materials tested in different equipment are reported. Analysis of the authors' data from rotating disk and venturi equipment indicates that there exists a good correlation between the erosion resistances of materials tested at different intensities. The study indicates that time effects on erosion are important in correlations of this type. The erosion resistances of materials tested in two different devices exhibit good correlations indicating a quantitative similarity between different forms of erosion. The investigations also show that the prediction of erosion resistances of materials in a field device may be made with the data from a laboratory device which may not fully reproduce the flow conditions in the field. These conclusions are also checked with data reported from other laboratories. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrediction. =650 \0$aCorrelation. =650 \0$aField device. =650 \0$aErosion corrosion. =650 \0$aLife (durability) =650 \0$aErosion similarity. =650 \0$aImpingement erosion. =650 \0$aCavitation corrosion. =650 \0$aStatistical analysis. =650 \0$aCorrosion. =650 14$aCorrelation. =650 24$aErosion corrosion. =650 24$aCavitation corrosion. =650 24$aImpingement erosion. =650 24$aLife (durability) =650 24$aStatistical analysis. =650 24$aPrediction. =650 24$aField device. =650 24$aErosion similarity. =700 1\$aSyamala Rao, BC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11554J.htm =LDR 03247nab a2200613 i 4500 =001 JTE11901J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11901J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11901J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC321 =082 04$a536/.2012$223 =100 1\$aMukherjee, PK.,$eauthor. =245 10$aProperties of High-Density Concrete /$cPK. Mukherjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aHigh-density concrete is used extensively in nuclear power plants for radiation shielding against biological hazards. Apart from the basic physical properties (i.e., compressive strength, density, and absorption), knowledge of thermal properties of such concrete is required to access its performance under service conditions. This paper describes investigative work carried out on a high-density concrete. Also, because aggregates are the most important and critical component of the high-density concrete, properties of the aggregates and the criteria for their use in concrete have been discussed. In addition, cores were obtained from a shielding wall of a 20-year-old nuclear plant and selective tests were carried out on the core samples for comparison. The mix proportions of the concrete from the wall were different from those of the laboratory-made concrete. Thermal properties, such as conductivity, diffusivity, specific heat, emissivity and coefficient of thermal expansion, were determined, and the values were compared with a normal-density dolomitic-limestone based concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHematite. =650 \0$aIlthenite. =650 \0$aEmissivity. =650 \0$aDiffusivity. =650 \0$aConductivity. =650 \0$aSpecific heat. =650 \0$aRadiation shielding. =650 \0$aHigh-density concrete. =650 \0$aThermal conductivity. =650 \0$aMaterials$xThermal properties. =650 14$aHigh-density concrete. =650 24$aIlthenite. =650 24$aHematite. =650 24$aPhysical and thermal properties. =650 24$aRadiation shielding. =650 24$aConductivity. =650 24$aDiffusivity. =650 24$aSpecific heat. =650 24$aEmissivity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11901J.htm =LDR 03177nab a2200601 i 4500 =001 JTE11892J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11892J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11892J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aMurakami, Y.,$eauthor. =245 10$aFinite Element Method (FEM) Analysis of Elastic-Linear-Hardening Materials and Comparison with Measurements on Commercial Materials /$cY. Murakami, LP. Yuan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe Brinell hardness HB (kgf/mm2) of elastic-linear-hardening materials with various yield stresses ?Y (MPa) and hardening moduli H (MPa) is analyzed by a finite element method (FEM). The well known empirical formula for the ratio of tensile strength ?B to HB, ?B/HB ? 3.5, does not hold for materals having a large relative strain hardening modulus H/?Y, where H is defined by d?/d? in the ?-? curve. It is shown that the dimensionless stress-strain curves (?/?Y vs. ?) of elastic-linear-hardening materials and those of various commercial materials give the crucial measurement in determining the value of ?B/HB. The ratio of ?B/HB remains in the range of 3.2 to 3.8 if the relative strain hardening modulus H/?Y at large strains is less than ~2.5. Correlations between the stress-strain curve and indentation shape, plastic zone size, and residual stresses are also investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlastic zone. =650 \0$aYield stress. =650 \0$aResidual stress. =650 \0$aBrinell hardness. =650 \0$aTensile strength. =650 \0$aFinite element method. =650 \0$aStrain hardening modulus. =650 \0$aTensile architecture. =650 14$aBrinell hardness. =650 24$aFinite element method. =650 24$aElastic-linear-hardening material. =650 24$aStrain hardening modulus. =650 24$aRelative strain hardening modulus. =650 24$aTensile strength. =650 24$aYield stress. =650 24$aResidual stress. =650 24$aPlastic zone. =700 1\$aYuan, LP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11892J.htm =LDR 02469nab a2200493 i 4500 =001 JTE11903J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11903J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11903J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN917 =082 04$a553.6/33$223 =100 1\$aVolkman, DE.,$eauthor. =245 10$aComparison of Fine Particle Colemanite and Boron Frit in Concrete for Time-Strength Relationship /$cDE. Volkman, PL. Bussolini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe element boron, when added to concrete, has proved effective in shielding neutron particles by absorbing the neutron and emitting a low-energy gamma ray. The various boron additives used with concrete can severely retard the set time and strength gain. An advantage to using small particle size boron is that the smaller grain size provides better boron disbursement within the concrete matrix to absorb neutrons. However, boron additives of powder consistency are usually not used due to the greater potential of forming chemical solutions that act as a retarder in the concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aBoron frit. =650 \0$aColemanite. =650 \0$aBorax mines and mining. =650 \0$aNATURE$xNatural Resources. =650 14$aColemanite. =650 24$aBoron frit. =650 24$aConcrete. =700 1\$aBussolini, PL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11903J.htm =LDR 01893nab a2200409 i 4500 =001 JTE11898J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11898J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11898J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC771 =082 04$a539.752$223 =100 1\$aVolkman, DE.,$eauthor. =245 10$aIntroduction to Symposium on Radiation Shielding for the 21st Century /$cDE. Volkman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Symposium on Radiation Shielding for the 21st Century was held in Atlantic City, New Jersey, on 24 June 1991. The event was sponsored by ASTM Committee C-9 on Concrete and Concrete Aggregates and hosted by ASTM subcommittee C09.08.02 on Concrete for Radiation Shielding. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShielding (Radiation) =650 \0$aRadiations. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11898J.htm =LDR 02767nab a2200577 i 4500 =001 JTE11890J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11890J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11890J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aJoyce, JA.,$eauthor. =245 10$aEvaluation of Elastic Stress Intensity Using J-Integral Specimen Geometries /$cJA. Joyce, R. Smudz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe development of a "Common Test Method" for fracture mechanics toughness evaluations requires changes in the test specimens used for evaluation of the elastic critical stress intensity factor KIc. The present method. ASTM E 399, does not allow the use of side grooves and load-line crack opening displacement measurements as is common and necessary for J-integral and CTOD elastic-plastic fracture methods like ASTM E 813. E 1152, and E 1290. This paper presents experimental data on two materials that demonstrate that the J-integral type specimen can be used to evaluate KIc in an accurate fashion and that hence a true "Common Method" is possible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aSide grooves. =650 \0$aDuctile fracture. =650 \0$aElastic fracture. =650 \0$aFracture toughness. =650 \0$aEffective thickness. =650 \0$aStress intensity factor. =650 \0$aFracture mechanics. =650 14$aFracture. =650 24$aStress intensity factor. =650 24$aDuctile fracture. =650 24$aFracture toughness. =650 24$aElastic fracture. =650 24$aSide grooves. =650 24$aEffective thickness. =700 1\$aSmudz, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11890J.htm =LDR 02942nab a2200553 i 4500 =001 JTE11893J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11893J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11893J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/4$223 =100 1\$aSegall, AE.,$eauthor. =245 10$aAnalysis of Gas-Fired Ceramic Radiant Tubes During Transient Heating :$bPart II-Thermoelastic Stress Analysis /$cAE. Segall, JR. Hellmann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aTransient radial and axial temperature distributions based on measured external surface temperatures and finite-element calculations were used with temperature dependent elastic material properties to determine the thermoelastic stresses experienced by reaction-bonded and sintered-alpha silicon-carbide open ended radiant tubes during gas-combustion beating. The resulting stresses exhibited a dependence on the radial temperature difference and the curvature of the axial temperature distribution. A failure rate analysis using a two-parameter Weibull formulation with a polyaxial stress approximation, the calculated surface and volume principal stresses, and temperature-dependent surface and volume Weibull strength data indicated low failure rates and the viability of both materials for the transient heating conditions studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramic. =650 \0$aRadiant tube. =650 \0$aThermo-elastic. =650 \0$aWeibull analysis. =650 \0$aThermal transient. =650 \0$aCeramicmatrix composites. =650 \0$aPolymeric composites. =650 \0$aTECHNOLOGY & ENGINEERING$xMaterial Science. =650 14$aCeramic. =650 24$aRadiant tube. =650 24$aThermal transient. =650 24$aThermo-elastic. =650 24$aWeibull analysis. =700 1\$aHellmann, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11893J.htm =LDR 02645nab a2200517 i 4500 =001 JTE11891J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11891J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11891J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aJoo, Y-H,$eauthor. =245 10$aDetermination of Ductile-Brittle Transition Temperature (DBTT) in Dynamic Small Punch Test /$cY-H Joo, T. Hashida, H. Takahashi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA dynamic small punch test technique is demonstrated for measuring the ductile-brittle transition temperature (DBTT) of aged Cr-Mo-V turbine rotor steels. Based on fracture energy measurements and fracture surface observations it is shown that the dynamic small punch test specimens exhibit a clear ductile-brittle transition behavior. The DBTT can be determined reliably by statistically analyzing the scatter in the fracture energy data and by defining the fracture appearance transition temperature. The measured values of DBTT are compared with those obtained from Charpy impact tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCharpy impact test. =650 \0$aStatistical analysis. =650 \0$aDynamic small punch test. =650 \0$aFracture mechanics. =650 14$aDynamic small punch test. =650 24$aDuctile-brittle transition temperature. =650 24$aStatistical analysis. =650 24$aFracture appearance transition temperature. =650 24$aCharpy impact test. =700 1\$aHashida, T.,$eauthor. =700 1\$aTakahashi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11891J.htm =LDR 03208nab a2200553 i 4500 =001 JTE11895J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11895J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11895J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8/5$223 =100 1\$aAl-Qadi, IL.,$eauthor. =245 10$aUsing Microwave Measurements to Detect Moisture in Asphaltic Concrete /$cIL. Al-Qadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aAn experimental technique based upon dielectric properties was developed to measure the volumetric moisture content in hot-mix asphalt concrete. The dielectric properties were calculated from the measured reflection coefficients and phase angles. The measurements were obtained over a band of frequencies in the microwave range of 12.4 to 18.0 GHz. The test program included different aggregate types, aggregate gradations, asphalt types, asphalt contents, air void contents, specimen thickness, and surface smoothness. Microwave reflection measurements were obtained for the hot-mix asphalt concrete specimens and their components in a sweep mode over the above frequency band. These measurements were analyzed, and the magnitude of the dielectric constant and the loss factor were calculated. The dielectric properties for these mixes were obtained at the dry state and at two levels of moisture content. The dielectric properties were correlated to the mix characteristics. Regression models were developed to predict the volumetric moisture content of hotmix asphalt concrete. A model developed from a theoretical approach was found to give the best correlation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMoisture. =650 \0$aMicrowaves. =650 \0$aLoss factor. =650 \0$aAsphaltic concrete. =650 \0$aDielectric constant. =650 \0$aElectromagnetic waves. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete$xQuality control. =650 14$aAsphaltic concrete. =650 24$aMoisture. =650 24$aMicrowaves. =650 24$aDielectric constant. =650 24$aLoss factor. =650 24$aElectromagnetic waves. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11895J.htm =LDR 02668nab a2200517 i 4500 =001 JTE11902J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11902J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11902J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA681 =082 04$a624.18340288$223 =100 1\$aOswald, AJ.,$eauthor. =245 10$aShield Verification Testing at the Idaho Chemical Processing Plant - Fuel Processing Facility /$cAJ. Oswald. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA Shield Testing Program is being conducted at a new nuclear facility to verify that shield walls, doors, and windows meet the design criteria for radiation attenuation. A modified Teletherapy Unit is being utilized as a test unit. This unit has been successfully used for shield testing during the construction of two other major facilities. A collimated beam from a Co60 source is exposed on one side of the shield being tested, and the attenuated radiation is measured with a standard radiation detector. Detailed documentation is completed for each area tested. Detailed procedures are required for operation of the test unit. No significant personnel exposure has been recorded during any of the shield testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNuclear. =650 \0$aShield walls. =650 \0$aDesign criteria. =650 \0$aConcrete testing. =650 \0$aRadiation attenuation. =650 \0$aConcrete construction$xTesting. =650 14$aConcrete testing. =650 24$aShield walls. =650 24$aNuclear. =650 24$aRadiation attenuation. =650 24$aDesign criteria. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11902J.htm =LDR 02972nab a2200541 i 4500 =001 JTE11900J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11900J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11900J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aGreenspan, E.,$eauthor. =245 10$aHigh Effectiveness Shielding Materials and Optimal Shield Design /$cE. Greenspan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA preliminary investigation of the effectiveness of new composite materials under development for shielding against neutrons and photons is reported upon. These materials are made from a proper mix of powders of tungsten, titanium or zirconium hydride and boron carbide, all bonded by hydrogenous materials such as polyethylene or silicone based materials. The investigation is carried out with the aid of the shield optimization code SWAN by considering a simplified 40-cm-thick spherical shield with CI-252 source at its center. The shielding ability of the new, so-called polynated and siliconated, materials is found to be highly superior to that of shielding materials in common use. The flexibility in tailoring the mix of inelastic scatterers, elastic scatterers, neutron absorbers, and photon attenuators to one's shielding needs, along with the information on material effectiveness functions which can be calculated with a code such as SWAN, are expected to enable improvements in future shield designs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilicone. =650 \0$aTungsten. =650 \0$aPolyethylene. =650 \0$aTitanium hydride. =650 \0$aZirconium hydride. =650 \0$aComposite materials. =650 \0$aComposites. =650 14$aTitanium hydride. =650 24$aZirconium hydride. =650 24$aTungsten. =650 24$aPolyethylene. =650 24$aSilicone. =650 24$aComposite materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11900J.htm =LDR 02465nab a2200553 i 4500 =001 JTE11896J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11896J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11896J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.E9 =082 04$a690$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aLoad-Slip Behavior of Nailed Joints in Seven Amazonian Hardwoods /$cPJ. Pellicane, RA. Sá Ribeiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aTwo hundred ninety-two nailed joints in seven species of Amazonian hardwoods were tested to evaluate their load-slip (P-?) behavior when subjected to lateral loading. The seven species commonly used in Brazilian light-frame construction had a range of specific gravities from 0.36 to 0.85 (based on an oven-dry volume) Four sizes of common wire nails were used to construct joints with main and side members of the same species. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aLateral load. =650 \0$aNailed joints. =650 \0$aEmbedding strength. =650 \0$aTropical hardwoods. =650 \0$aEuropean Yield Model. =650 \0$aJoints (Engineering) =650 14$aWood. =650 24$aLateral load. =650 24$aNailed joints. =650 24$aTropical hardwoods. =650 24$aEmbedding strength. =650 24$aEuropean Yield Model. =700 1\$aSá Ribeiro, RA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11896J.htm =LDR 02790nab a2200541 i 4500 =001 JTE11897J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11897J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11897J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC100 =082 04$a621.9/94$223 =100 1\$aFwa, TF.,$eauthor. =245 10$aExperimental Evaluation of a Laboratory Twin-Probe Nuclear Gage for Specimen Density Measurement /$cTF. Fwa, SA. Tan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper describes a series of tests conducted to establish the operating requirements of a laboratory twin-probe nuclear gage for density measurement of cylindrical specimens of homogeneous materials. The nuclear device is an adaptation of a direct transmission field gage for laboratory density measurement. It is shown in this evaluation program that three forms of analysis are required for the setting up of such an apparatus: calibration analysis, precision evaluation, and accuracy assessment. Three specimen diameters (75, 100, and 150 mm), three materials with densities from 0.8 to 2.7 g/cm3, and nuclear gage source-to-detector spacings ranging from 250 to 450 mm were included in the evaluation program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGage calibration. =650 \0$aPrecision analysis. =650 \0$aAccuracy assessment. =650 \0$aNuclear density gage. =650 \0$aCylindrical specimens. =650 \0$aGage blocks$xCalibration. =650 14$aNuclear density gage. =650 24$aCylindrical specimens. =650 24$aGage calibration. =650 24$aPrecision analysis. =650 24$aAccuracy assessment. =650 24$aSource-to-detector spacing. =700 1\$aTan, SA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11897J.htm =LDR 02926nab a2200529 i 4500 =001 JTE11899J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11899J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11899J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC51.U6 =082 04$a530/.028/4$223 =100 1\$aBeidler, CJ.,$eauthor. =245 10$aDevelopment of a B4C/Al Cermet for Use as an Improved Structural Neutron Absorber /$cCJ. Beidler, WE. Hauth, A. Goel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAn aluminum and boron carbide cermet was evaluated for possible application as a neutron absorbing material where structural strength and rigidity will be required. The boron carbide/aluminum composite possessed unique continuous interconnected ceramic and metal phases. Traditional bocon containing neutron absorbing materials have relied upon dispersions of particles in metal or polymeric matrices. The dispersion of boron carbide particles placed restrictions on the B10 concentration, introduced areal inhomogeneities, and necessitated the use of cladding to achieve desired strength. Utilization of two continuous phases allowed for considerable strength properties without having to include cladding. Boron concentrations in excess of 60 v/o were obtained in the cermet, a level that only hot pressing could surpass. Also, the boron carbide particle distribution could be adjusted to optimize strength and/or improve homogeneity of B10 within the material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCermet. =650 \0$aInfiltration. =650 \0$aBoron carbide. =650 \0$aNeutron shielding. =650 \0$aNeutrons. =650 \0$aNeutron sources. =650 14$aBoron carbide. =650 24$aCermet. =650 24$aNeutron shielding. =650 24$aInfiltration. =700 1\$aHauth, WE.,$eauthor. =700 1\$aGoel, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11899J.htm =LDR 03223nab a2200565 i 4500 =001 JTE11894J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11894J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11894J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.P65 =082 04$a668.423*$223 =100 1\$aStrauss, EL.,$eauthor. =245 10$aHydrochlorofluorocarbon (HCFC) Blowing Agents for Foam Insulation of Launch Vehicle Cryogenic Propellant Tanks /$cEL. Strauss, JW. Bzik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aTwo polyurethane spray-on foam insulations (SOFI) were evaluated with five hydrochlorofluorocarbon (HCFC) blowing agents each (HCFC-141b, HCFC-123, and three blends). Foams were evaluated by measuring bond and flatwise tension strengths at four temperatures, compression at ambient temperature, and substrate strain compatibility at liquid helium temperature. Additionally, foams were characterized for density, closed-cell content, oxygen index, and ablation under radiant heating. Compression strengths of RDB-1-152 (polyether polyol) exceeded those of SS-1825 SOFI (polyester polyether, blend). Highest compression and tensile strengths were for foams sprayed with HCFC-141b and strengths decreased with increasing HCFC-123 content in the blowing agent. No foam failures occurred adhesively at the aluminum substrate, but a high incidence of premature failures occurred in the knitline between successive spray layers. Process optimization studies will be conducted with the two best SOFI systems, RDB-1-152/HCFC-141b and RDB-1-152/30% HCFC-123: 70% HCFC-141b. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFluorocarbon. =650 \0$aBlowing agents. =650 \0$aPolyurethane foam. =650 \0$aLiquid hydrogen fuel. =650 \0$aHydrochlorofluorocarbon. =650 \0$aSpray-on foam insulation. =650 \0$aPolyurethanes. =650 14$aSpray-on foam insulation. =650 24$aPolyurethane foam. =650 24$aBlowing agents. =650 24$aHydrochlorofluorocarbon. =650 24$aFluorocarbon. =650 24$aCryogenic propellant tanks. =650 24$aLiquid hydrogen fuel. =700 1\$aBzik, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11894J.htm =LDR 03006nab a2200529 i 4500 =001 JTE11117J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11117J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11117J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aBarker, LM.,$eauthor. =245 10$aChevron-Notched Specimens for Fracture Toughness Measurements Independent of R-Curve Effects /$cLM. Barker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA relatively new plane-strain fracture toughness test method based on chevron-notched test specimens has created a keen interest in comparing toughness measurements by the new method against measurements by the conventional method (ASTM E 399). Tests of various aluminum alloys by the two methods have shown a divergence in test results at the higher toughness levels. The rising R-curve effect in tough aluminums has been cited as one of the factors contributing to the observed discrepancy. This paper shows why the chevron-notched test results are independent of rising R-curve effects, whereas ASTM E 399 tests often are not. The E 399 test dependence on the rising R-curve constitutes a specimen size effect, and this dependence is partly responsible for the divergence between chevron-notched and E 399 tests of tougher aluminums. The chevron-notched method produces the toughness values which would be obtained from E 399 measurements if sufficiently large E 399 specimens could be tested. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-curves. =650 \0$aFracture mechanics. =650 \0$aFracture toughness. =650 \0$aMeasuring techniques. =650 \0$aChevron-notched specimens. =650 \0$aMetals$xFracture. =650 \0$aSelf-organizing systems. =650 14$aFracture toughness. =650 24$aChevron-notched specimens. =650 24$aR-curves. =650 24$aFracture mechanics. =650 24$aMeasuring techniques. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11117J.htm =LDR 03276nab a2200541 i 4500 =001 JTE11120J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11120J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11120J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC197 =082 04$a531/.1134$223 =100 1\$aKulakowski, BT.,$eauthor. =245 10$aEvaluation of Performance of Three Slip Resistance Testers /$cBT. Kulakowski, FL. Buczek, PR. Cavanagh, P. Pradhan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aInjuries and deaths from falls due to slipping on walking surfaces have been recognized as a major accident problem in many countries. The safety of walking depends primarily on the surface slip resistance, which is defined as the ratio of (a) the minimum shear force necessary to initiate slipping of a body over the surface to (b) the body's normal force. Several kinds of devices are currently in use to measure slip resistance. In this paper three slip resistance measuring devices are evaluated: the National Bureau of Standards-Brungraber Tester, the Horizontal Pull Slipmeter, and the Pennsylvania Transportation Institute Drag Sled Tester. The testing program consisted of two phases. In the first phase each tester was used to measure the slip resistance of selected surfaces representing a wide range of frictional characteristics of typical indoor and outdoor surfaces. All tested materials were in actual use on walking surfaces. In the mechanical tests the testers were evaluated with respect to their applicability, precision, repeatability, and sensitivity to the operator's measuring technique. The correlation was determined between the results produced by the testers on the same surfaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlip resistance. =650 \0$aSlip resistance tester. =650 \0$aNanostructured materials. =650 \0$aSurfaces (Physics) =650 \0$aRheology. =650 14$aSlip. =650 24$aSlip resistance. =650 24$aSlip resistance tester. =650 24$aStatic coefficient of friction. =650 24$aSafety of walking surface. =700 1\$aBuczek, FL.,$eauthor. =700 1\$aCavanagh, PR.,$eauthor. =700 1\$aPradhan, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11120J.htm =LDR 02947nab a2200661 i 4500 =001 JTE11121J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11121J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11121J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.1/5136$223 =100 1\$aO'Connor, DJ.,$eauthor. =245 12$aA Comparison of Test Methods for Shear Properties of the Cores of Sandwich Constructions /$cDJ. O'Connor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aASTM C 273 and BS 4370 single block tests for shear properties of sandwich cores are critically examined. A previous appraisal using finite element modelling is highlighted and extended to include the effects of stress concentrations. Overall performance is assessed by selected laboratory programs and comparisons with panel test and flexural test methods. The ASTM method is shown to give accurate results generally. Modifications are required to the BS 4370 method. Problem areas with regard to theoretical stress concentrations in both methods are identified in relation to the test for shear strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aStiffness. =650 \0$aShear tests. =650 \0$aTest methods. =650 \0$aShear modulus. =650 \0$aShear strength. =650 \0$aStress analysis. =650 \0$aCodes (standards) =650 \0$aComposite materials. =650 \0$aSandwich construction. =650 \0$aVanesheartests$xCongresses. =650 \0$aShearstrength of soils$xTesting. =650 \0$aVanesheartests. =650 14$aShear tests. =650 24$aCodes (standards) =650 24$aTesting. =650 24$aTest methods. =650 24$aStiffness. =650 24$aShear modulus. =650 24$aShear strength. =650 24$aStress analysis. =650 24$aSandwich construction. =650 24$aComposite materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11121J.htm =LDR 03072nab a2200553 i 4500 =001 JTE11118J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11118J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11118J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC665.E4 =082 04$a537$223 =100 1\$aHussien, SA.,$eauthor. =245 10$aEffect of Strain Rate and Temperature on the Mechanical Anisotropy of Recrystallized Zircaloy TREX (Tube Reduced Extrusion) /$cSA. Hussien, KL. Murty. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aTube Reduced Extrusion (TREX) is an intermediate product in the production of Zircaloy canning tubes for nuclear reactors. This paper studies the mechanical anisotropy, which has a direct relation to the formability of recrystallized Zircaloy-2 TREX. The yield stresses, as well as the anisotropy parameters (R and P) in the modified Hills equation, are evaluated using impression testing as a function of test temperatures and strain rates. The impression test offers a rather direct way for evaluating R and P through the uniaxial yield stresses along the three orthogonal directions. The anisotropy of the yield stress is evident at low test temperatures and decreases at high temperatures. The anisotropy parameter R is insensitive to test temperature (room temperature to 623 K) and strain rate (10-2 to 10-3s-1) and has a value close to unity. The P parameter decreases with increasing test temperature, approaching unity at 623 K. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZircaloy. =650 \0$aImpression test. =650 \0$aAnisotropy parameters. =650 \0$aMechanical anisotropy. =650 \0$aTube reduced extrusion. =650 \0$aElectromagnetic fields$xMathematics. =650 \0$aComposite materials. =650 \0$aElectromagnetism. =650 14$aAnisotropy parameters. =650 24$aImpression test. =650 24$aMechanical anisotropy. =650 24$aTube reduced extrusion. =650 24$aZircaloy. =700 1\$aMurty, KL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11118J.htm =LDR 03280nab a2200625 i 4500 =001 JTE11122J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11122J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11122J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA680 =082 04$a624.1834$223 =100 1\$aChakrabarti, PR.,$eauthor. =245 10$aPrecompressed Concrete Corbels /$cPR. Chakrabarti, SI. Kashou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aVery short members such as concrete brackets, corbels, and ledger beams are exposed to direct shear force. While much research has been done on reinforced concrete corbels, experimental data on the performance of precompressed concrete corbels and high-strength concrete corbels are limited. This study was designed to verify the shear-friction theory of design as suggested in the American Concrete Institute (ACI) Code. Nine corbels, divided into three series with the average concrete strength ranging between 33.23 MPa (4820 psi) and 65.72 MPa (9530 psi), were subjected to varying compressive forces and light confining steel. The corbels were loaded monotonically to failure and studied at the California State University at Fullerton. In all cases, the shear span to depth ratio (a/d) was less than 0.5. Incremental static load was gradually applied until the specimen failed. The study indicated that the ACI Code provisions are conservative and the shear friction theory needs modification. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aACI Code. =650 \0$aFailure mode. =650 \0$aUltimate strength. =650 \0$aReinforced concrete. =650 \0$aBrackets and corbels. =650 \0$aLow span/depth ratio. =650 \0$aPrecompressed corbels. =650 \0$aShear friction theory. =650 \0$aPrecast concrete construction$xJoints$xTesting. =650 \0$aCorbels$xTesting. =650 14$aReinforced concrete. =650 24$aBrackets and corbels. =650 24$aPrecompressed corbels. =650 24$aACI Code. =650 24$aShear friction theory. =650 24$aLow span/depth ratio. =650 24$aFailure mode. =650 24$aUnbonded high-tension bar. =650 24$aUltimate strength. =700 1\$aKashou, SI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11122J.htm =LDR 02711nab a2200529 i 4500 =001 JTE11116J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11116J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11116J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169 =082 04$a620/.00452$223 =100 1\$aZhang, D.,$eauthor. =245 10$aLow-Cycle Fatigue Analysis of Notched Members /$cD. Zhang, BI. Sandor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aLow-cycle fatigue crack initiation and propagation lives of notched members are investigated. By relating Nci(?J/??)? = Cn to the Coffin-Manson equation and correlating to test results, ? and Cn are found to be functions of several parameters: cyclic stress-strain constants, geometry of notch (depth and curvature), and stress ratio. (?J/γ'y) is chosen as a parameter for crack propagation in notched members. Fatigue crack initiation and propagation tests were conducted on notched plate specimens of different notch radii and stress ratios. Crack initiation life, crack propagation life, and total fatigue life are compared with the calculations. There are good correlations between the test results and the calculations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack initiation. =650 \0$aCrack propagation. =650 \0$aLow-cycle fatigue. =650 \0$aStrain energy density. =650 \0$aFracture mechanics. =650 \0$aMaterials$xFatigue. =650 14$aLow-cycle fatigue. =650 24$aCrack initiation. =650 24$aCrack propagation. =650 24$aStress intensity factor range. =650 24$aStrain energy density. =700 1\$aSandor, BI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11116J.htm =LDR 02789nab a2200529 i 4500 =001 JTE11115J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11115J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11115J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA445 =082 04$a620.1366$223 =100 1\$aMayville, RA.,$eauthor. =245 10$aDetermination of the Loading Rate Needed to Obtain Environmentally Assisted Cracking in Rising Load Tests /$cRA. Mayville, TJ. Warren, PD. Hilton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA method is proposed to calculate the loading rate needed to induce environmentally assisted cracking (EAC) in precracked specimens tested under rising load. The procedure applies to materials that fracture by ductile tearing under inert conditions and requires some EAC data, although these may be obtained from one of several sources. A fundamental basis is provided to explain why the rising load test can serve as an accelerated test. Application to a medium strength steel in synthetic seawater and a pipeline steel in a carbonate/bicarbonate solution shows good results: EAC was exhibited and a close estimate of the threshold stress intensity factor for sustained load was obtained in less than one tenth the time required by conventional methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrecracked. =650 \0$aRising load. =650 \0$aReinforced concrete$xFracture. =650 \0$aReinforced concrete. =650 14$aEnvironmentally assisted cracking. =650 24$aStress corrosion cracking. =650 24$aRising load. =650 24$aPrecracked. =650 24$aAISI 4340. =650 24$aX65. =700 1\$aWarren, TJ.,$eauthor. =700 1\$aHilton, PD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11115J.htm =LDR 02370nab a2200505 i 4500 =001 JTE11119J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11119J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11119J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aUnderwood, JH.,$eauthor. =245 10$aProposed Standard Arc-Bend Chord-Support Fracture Toughness Specimens and K Expressions /$cJH. Underwood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aCollocation and finite element calculations and limit solutions were used to propose standard geometries and K expressions for measuring fracture toughness with arc-bend chord-support specimens. Polynomial expressions for K were determined for a wide range of crack lengths and for two span-to-depth ratios. The fracture toughnesses of steel and aluminum alloys were measured using the proposed methods and compared with results from existing standard methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCollocation. =650 \0$aTest methods. =650 \0$aCylindrical shape. =650 \0$aFracture toughness. =650 \0$aFracturemechanics. =650 \0$aStructural dynamics. =650 14$aFracture toughness. =650 24$aTest methods. =650 24$aCollocation. =650 24$aCylindrical shape. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11119J.htm =LDR 02314nab a2200541 i 4500 =001 JTE11123J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11123J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11123J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1242.P79 =082 04$a363.1/79$223 =100 1\$aBozenhardt, H.,$eauthor. =245 10$aDynamic Reconciliation Algorithm Used on a High-Purity Propylene System /$cH. Bozenhardt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOne of the most pervasive and chronic problems in the processing industries is the control of unit operations with substantial dead-time. Dead-time can be the result of large multi-staged or interunit operations. This paper deals with a process that contains both types of dead-time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPropylene. =650 \0$aDistillation. =650 \0$aAdvance control. =650 \0$aDynamic reconciliation. =650 \0$aReal-time compensation. =650 \0$aEpoxy Compounds. =650 \0$aEthers, Cyclic$xtoxicity. =650 \0$aEnvironmental health$vPeriodicals. =650 14$aDynamic reconciliation. =650 24$aReal-time compensation. =650 24$aDistillation. =650 24$aAdvance control. =650 24$aPropylene. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11123J.htm =LDR 03495nab a2200553 i 4500 =001 JTE10629J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10629J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10629J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aEl Haddad, MH.,$eauthor. =245 10$aFatigue Life Prediction of Welded Components Based on Fracture Mechanics /$cMH. El Haddad, TH. Topper, IFC Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aAn elastic-plastic fracture mechanics solution for fatigue cracks initiating from weld toes is introduced that admits plasticity by replacing the conventional stress term with a strain term. It accounts for the propagation of very short cracks by the introduction of an effective crack length equal to the actual length increased by an amount l0, where l0 is a constant characteristic of the material and material condition. Consideration is also given to the effect of mean stress and crack front shape on an intensity factor derived from this solution. Crack growth results for cracks in both elastic and plastic strain fields of welded specimens, when interpreted in terms of the intensity factor, show excellent agreement with elastic long crack data. This intensity factor, when combined with a propagation model that includes all stages of crack growth, also successfully predicts the entire life of butt- and fillet-welded specimens for two steels. The threshold stress corresponding to the failure of butt-welded specimens is equal to the smooth specimen fatigue limit stress divided by the elastic stress concentration factor. However, for fillet welds, the stress level corresponding to failure is higher than the fatigue limit stress divided by the elastic stress concentration factor. At stresses between these two stress levels, cracks start at fillet-weld toes but do not propagate to failure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aFatigue tests. =650 \0$aThreshold stress. =650 \0$aCrack propagation. =650 \0$aStress intensity factor. =650 \0$aFracture mechanics. =650 \0$aFracture mechanics$xMathematical models. =650 14$aCrack propagation. =650 24$aStresses. =650 24$aFatigue tests. =650 24$aStress intensity factor. =650 24$aThreshold stress. =700 1\$aTopper, TH.,$eauthor. =700 1\$aSmith, IFC,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10629J.htm =LDR 02466nab a2200541 i 4500 =001 JTE10627J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10627J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10627J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.26 =082 04$a620.11217$223 =100 1\$aLo, WC.,$eauthor. =245 10$aRoom Temperature Capacitance and Dissipation Factor Measurement of Chip Capacitors-An Interlaboratory Evaluation /$cWC. Lo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aAn interlaboratory test on room temperature measurement of unencapsulated multilayer ceramic capacitors (commonly known as chip capacitors) was conducted under the sponsorship of ASTM Committee F01 on Electronics. Results show that a well-defined method of test is needed to get agreement among mesurements of capacitance and dissipation factors for this type of capacitor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCapacitance. =650 \0$aChip capacitors. =650 \0$aDissipation factor. =650 \0$aCeramic capacitors. =650 \0$aCeramic materials. =650 \0$aHeat resistant materials. =650 14$aCapacitance. =650 24$aDissipation factor. =650 24$aCeramic capacitors. =650 24$aChip capacitors. =650 24$aMultilayer ceramic capacitors. =650 24$aMonolithic ceramic capacitors. =650 24$aTemperature characteristics of capacitance. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10627J.htm =LDR 03315nab a2200565 i 4500 =001 JTE10628J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10628J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10628J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aJoyce, JA.,$eauthor. =245 10$aComputer Data Acquisition Monitoring of the Stress Corrosion Cracking of Depleted Uranium Cantilever Beam Specimens /$cJA. Joyce, DF. Hasson, CR. Crowe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe objective of this work was to develop and demonstrate a computer data acquisition system to monitor the stress corrosion cracking of laboratory cantilever specimens. Present methods using optical techniques require long time periods to establish the crack growth rate when low crack growth rates are present. These methods also give very limited data and do not show clearly the dependence of the crack growth rate on stress and atmospheric variables. These methods also are incapable of resolving irregularities in the crack growth rate that would exist if oxide-forming and cracking mechanisms were applicable in the material test atmosphere system. The major conclusion of this work is that a computer data acquisition system can be used to evaluate low crack growth rates in relatively short time periods as well as to evaluate the magnitude of variations in crack growth rate about a mean value. Other advantages are that the specimen can be completely enclosed to better control the test atmosphere, other variables like temperature and corrosion potentials can be easily monitored, and a permanent magnetic tape record can be produced for later reanalysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack extension. =650 \0$aCantilever beams. =650 \0$aData acquisition. =650 \0$aDepleted uranium. =650 \0$aCrack propagation. =650 \0$aAlloys$xStress corrosion. =650 \0$aStress corrosion. =650 14$aStress corrosion. =650 24$aData acquisition. =650 24$aCrack propagation. =650 24$aCantilever beams. =650 24$aCrack extension. =650 24$aDepleted uranium. =700 1\$aHasson, DF.,$eauthor. =700 1\$aCrowe, CR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10628J.htm =LDR 02881nab a2200637 i 4500 =001 JTE10626J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10626J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10626J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1242.H87 =082 04$a615.9/51$223 =100 1\$aLee, CM.,$eauthor. =245 10$aDevelopment of a Chronic Toxicity Test Using Chironomus riparius and the Sublethal Effects of Trisodium Carboxymethyloxysuccinate /$cCM. Lee, JF. Fullard, E. Huntington. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe preliminary development of a 24- to 34-day life-cycle test using the freshwater midge Chironomus riparius is described. The method allows the determination of the sublethal effects of a toxicant on the survival of each life stage, overall growth of the larval stages, egg production, and hatchability of the F1 generation eggs. Trisodium carboxymethyloxysuccinate (Na3CMOS), a potential partial replacement for phosphates in fabric washing powders, is used to demonstrate the method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToxicity. =650 \0$aDevelopment. =650 \0$aWater pollution. =650 \0$aAquatic toxicity. =650 \0$aSublethal effect. =650 \0$aFresh water fishes. =650 \0$aChironomus riparius. =650 \0$aRisk Assessment. =650 \0$aToxicity Tests. =650 \0$aEnvironmental Monitoring. =650 \0$aOccupational Exposure$xadverse effects. =650 14$aToxicity. =650 24$aFresh water fishes. =650 24$aWater pollution. =650 24$aAquatic toxicity. =650 24$aChironomus riparius. =650 24$aSublethal effect. =650 24$aTrisodium carboxymethyloxysuccinate. =650 24$aDevelopment. =700 1\$aFullard, JF.,$eauthor. =700 1\$aHuntington, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10626J.htm =LDR 02961nab a2200661 i 4500 =001 JTE10632J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10632J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10632J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV5824.W6 =082 04$a362.29/82/0820973$223 =100 1\$aRahka, K.,$eauthor. =245 10$aVibrations in Compact Specimens During Crack Arrest Testing /$cK. Rahka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aMeasurements of loading arm behavior on compact tension type, transversely wedge-loaded crack arrest specimens have been made. A crack-opening measurement point close to the crack initiation site was selected in addition to face or load-line position. Conclusions concerning acceleration, vibration, and damping behavior of the specimen arms were reached and differences in the behavior of two alternative specimen types are indicated. The influence of fracture morphology on specimen behavior is reported in detail. Suggestions for further work to clarify crack run-arrest behavior of tentative test specimens are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCleavage crack. =650 \0$aFerritic steel. =650 \0$aVibration tests. =650 \0$aCrack run-arrest. =650 \0$aCrack propagation. =650 \0$aSpecimen behavior. =650 \0$aFracture toughness. =650 \0$aFracture properties. =650 \0$aFractures (materials) =650 \0$aPressure vessel steel. =650 \0$aCrack(Drug) =650 \0$aCrack. =650 \0$aCrackCocaine. =650 14$aVibration tests. =650 24$aCrack propagation. =650 24$aFractures (materials) =650 24$aCleavage crack. =650 24$aCrack run-arrest. =650 24$aSpecimen behavior. =650 24$aFracture properties. =650 24$aFracture toughness. =650 24$aFerritic steel. =650 24$aPressure vessel steel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10632J.htm =LDR 02937nab a2200613 i 4500 =001 JTE10625J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10625J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10625J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF920 =082 04$a625.4$223 =100 1\$aImmarigeon, J-PA,$eauthor. =245 12$aA Hot Compression Testing Apparatus for the Study of Isothermal Forging /$cJ-PA Immarigeon, AY. Kandeil, W. Wallace, MC. de Malherbe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAn apparatus for uniaxial compression testing has been developed to simulate isothermal forging conditions. The system is capable of applying 100-kN loads at temperatures up to 1200 ± 3°C in a controlled environment and at constant true strain rates between 10-5/s and 1/s. The apparatus is described and its performance discussed. To illustrate its use, results on the flow behavior of nickelbase superalloy compacts and composites are presented that demonstrate the importance of proper control of the testing parameters. The difference in flow strength of the two materials under identical testing conditions is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot forming. =650 \0$aPowder metallurgy. =650 \0$aIsothermal forging. =650 \0$aHigh temperature flow. =650 \0$aMetal-matrix composites. =650 \0$aNickel-base superalloys. =650 \0$acompression tests. =650 \0$aLoad factor design. =650 \0$aLight rail vehicles. =650 14$aCompression tests. =650 24$aHot forming. =650 24$aPowder metallurgy. =650 24$aHigh temperature flow. =650 24$aNickel-base superalloys. =650 24$aMetal-matrix composites. =650 24$aIsothermal forging. =700 1\$aKandeil, AY.,$eauthor. =700 1\$aWallace, W.,$eauthor. =700 1\$ade Malherbe, MC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10625J.htm =LDR 02770nab a2200601 i 4500 =001 JTE10630J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10630J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10630J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN69.8 =082 04$a614/.1$223 =100 1\$aUnderwood, JH.,$eauthor. =245 12$aA Proposed Standard Round Compact Specimen for Plane Strain Fracture Toughness Testing /$cJH. Underwood, JC. Newman, RR. Seeley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA round, disk-shaped specimen is proposed as a standard test specimen for addition to ASTM Test for Plane-Strain Fracture Toughness of Metallic Materials (E 399-78a). The specimen is diametrically cracked, and it is loaded in the same general way as the existing standard compact specimen. Tests and analyses were performed to verify that the proposed round compact specimen and associated stress intensity factor K solution are appropriate for a standard plane strain fracture toughness test. The use of the round compact specimen for other fracture tests is described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aRound bar. =650 \0$aToughness. =650 \0$aStandard specimen. =650 \0$aFractures (materials) =650 \0$aStress-intensity factor. =650 \0$aFractures. =650 \0$aForensic Anthropology. =650 \0$aFractures, Bone. =650 \0$aWounds and Injuries. =650 14$aFractures (materials) =650 24$aToughness. =650 24$aStresses. =650 24$aStandard specimen. =650 24$aRound bar. =650 24$aStress-intensity factor. =700 1\$aNewman, JC.,$eauthor. =700 1\$aSeeley, RR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10630J.htm =LDR 02654nab a2200565 i 4500 =001 JTE10633J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10633J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10633J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.2/8$223 =100 1\$aHammitt, FG.,$eauthor. =245 10$aVibratory Horn Cavitation Erosion Comparisons /$cFG. Hammitt, T. Okada. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aResults of tests of vibratory horn cavitation erosion conducted at Fukui University, Fukui, Japan, and the University of Michigan, Ann Arbor, are compared. The tests were primarily for mild carbon steels (equivalent to Type 1018). The results from Fukui University for various other materials are also included. The maximum mean depth of penetration rate (MDPRmax) varies approximately as horn amplitude to the 1.5 power, and there are strong increases in MDPRmax for increased specimen diameter. There are also strong effects of horn frequency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVibration. =650 \0$aElastic waves. =650 \0$aMild carbon steel. =650 \0$aCavitation corrosion. =650 \0$aCavitation resistence. =650 \0$aCavitation. =650 \0$aUltrasonic equipment$xDesign and construction. =650 14$aCavitation corrosion. =650 24$aVibration. =650 24$aElastic waves. =650 24$aVibratory horn cavitation erosion test. =650 24$aHorn frequency and amplitude. =650 24$aCavitation resistence. =650 24$aMild carbon steel. =700 1\$aOkada, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10633J.htm =LDR 03113nab a2200517 i 4500 =001 JTE10631J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10631J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10631J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC377 =082 04$a616.8/34$223 =100 1\$aKapp, JA.,$eauthor. =245 12$aA Wide Range Stress Intensity Factor Expression for the C-Shaped Specimen /$cJA. Kapp, JC. Newman, JH. Underwood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA new expression has been developed to calculate the stress intensity factor K for the C-shaped specimen over a wider range of specimen parameters, namely, crack depth to width ratio a/W, load eccentricity X/W, and radii ratio r1/r2, than had previously been available. The rationale for the expression was to use known K solutions for short and deep cracks to develop a nondimensional form of K. This nondimensional form of K approaches the correct limiting values as a/W goes to both zero and one. Numerical K results from previous work were then nondimensionalized to this form and the dependence of K on a/W was determined by multivariable linear regression. The final expression agrees with the numerical K solutions within ±1.0% for 0.45 <= a/W <= 0.55 for all r1/r2 and X/W of either 0 or 0.5; within ±1.5% for 0.2 <= a/W <= 1 for all r1/r2 and X/W equal to 0 or 0.5; and within ±3% for 0.2 <= a/W <= 1 for all r1/r2 and 0 <= X/W <= 1. The accuracy of this expression will allow expanded use of the C-shaped specimen for crack growth resistance curve determination and fatigue crack growth rate testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue (materials) =650 \0$aCracking (fracturing) =650 \0$aStress cracking tests. =650 \0$aFatigue. =650 \0$aMultiple sclerosis. =650 \0$aMultiple sclerosis$xExercise therapy. =650 14$aStress cracking tests. =650 24$aFatigue (materials) =650 24$aCracking (fracturing) =700 1\$aNewman, JC.,$eauthor. =700 1\$aUnderwood, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10631J.htm =LDR 03024nab a2200541 i 4500 =001 JTE12174J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12174J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12174J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aChua, KM.,$eauthor. =245 10$aExplaining the Hveem Stabilometer Test :$bRelating R-value, S-value, and the Elastic Modulus /$cKM. Chua, J. Tenison. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe Hveem stabilometer is used by several states to obtain materials characteristics for designing pavements. This paper presents equations that relate the Hveem stabilometer R-value and S-value with the elastic modulus. It is shown that the elastic modulus is dependent on the following: the R- or S-value, the exudation pressure, the overconsolidation ratio, the Poisson's ratio, and the angle of internal friction of the material. It is also shown how the compaction pressure might affect the calculation if the material is time-dependent or viscoelastic. An example problem is provided to show how to calculate the elastic modulus using these pertinent factors. Typical laboratory test data are also presented to demonstrate the relationship between the R-value and the elastic modulus for three different highway soil materials. It is shown that the exudation pressure is indicative of the moisture content of the test samples. The R-value and elastic modulus are shown to be quite sensitive to the moisture content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aSoil testing. =650 \0$aElastic modulus. =650 \0$aHighway materials. =650 \0$aHveem stabilometer. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aHveem stabilometer. =650 24$aSoil testing. =650 24$aAsphalt. =650 24$aElastic modulus. =650 24$aHighway materials. =700 1\$aTenison, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12174J.htm =LDR 02835nab a2200589 i 4500 =001 JTE12183J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12183J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12183J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA441 =082 04$a693/.5$223 =100 1\$aParida, BK.,$eauthor. =245 10$aFatigue Crack Closure Evaluation Under Constant Amplitude and Spectrum Loading /$cBK. Parida, CM. Manjunatha, HM. Girish. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aFatigue crack growth behavior of through-the-thickness cracks emanating from the notch root in an aluminum alloy was investigated with particular emphasis on the evaluation of crack closure and its effects on fatigue crack growth rate. The tests were performed on SE(T) specimens both under constant amplitude (CA) and spectrum (modified FALSTAFF) loads. The near-tip strain measurement method was used for crack closure estimation in the short and long crack ranges. An attempt was also made to determine the crack closure value corresponding to the crack-tip shielding through fractographic analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShort cracks. =650 \0$aCrack closure. =650 \0$aSpectrum loading. =650 \0$aCrack growth rate. =650 \0$aFractographic analysis. =650 \0$aFinite-element analysis. =650 \0$aAlkali-aggregate reactions. =650 14$aCrack closure. =650 24$aShort cracks. =650 24$aCrack growth rate. =650 24$aConstant amplitude loading. =650 24$aSpectrum loading. =650 24$aNear-tip strain measurement method. =650 24$aFractographic analysis. =650 24$aFinite-element analysis. =700 1\$aManjunatha, CM.,$eauthor. =700 1\$aGirish, HM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12183J.htm =LDR 04011nab a2200613 i 4500 =001 JTE12175J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12175J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12175J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aChiostrini, S.,$eauthor. =245 10$aIn Situ Shear and Compression Tests in Ancient Stone Masonry Walls of Tuscany, Italy /$cS. Chiostrini, L. Galano, A. Vignoli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe present paper reports methods and results of an extensive experimental project performed to assess the mechanical characteristics of ancient stone masonry walls of Tuscany (Italy). Some relevant considerations concerning the determination of common design shear strength parameters via experimental test results are also presented. Results from 22 in situ tests performed on nine large-scale stone masonry panels are reported. Test panels were selected as part of shear walls in six different old masonry buildings in the northern part of Tuscany so as to represent a reliable sample of the most common masonry types in this region. In situ tests were carried out according to experimental schemes for vertical compression, shear compression, and diagonal compression. After the first test, several panels were repaired and reinforced by means of cement mortar injections (full cement grouting) or reinforced concrete (RC) jackets, and then tested again to determine the effectiveness of the intervention. Particular attention was then devoted to evaluate the referential shear strength ?k of these masonry assemblages in the original state. To this purpose, a fitting process for experimental data was used, adopting two different schemes for interpretation of the shear strength of masonry (the Coulomb and the Tumsek-Cacovic equations). The results from this work have shown that the Turnsek-Cacovic equation gives a better fit to experimental data than the Coulomb equation, especially for medium- and poor-quality masonry walls. Finally, conclusions are presented noting the difference between shear strength values calculated from fitting the data from test results and the values suggested by European and Italian standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStone walls. =650 \0$aShear strength. =650 \0$aAncient masonry. =650 \0$aMasonry buildings. =650 \0$aExperimental tests. =650 \0$aHistoric buildings. =650 \0$aMasonry shear walls. =650 \0$aLarge-scale in situ tests. =650 \0$aShear (Mechanics) =650 14$aMasonry buildings. =650 24$aHistoric buildings. =650 24$aMasonry shear walls. =650 24$aStone walls. =650 24$aExperimental tests. =650 24$aLarge-scale in situ tests. =650 24$aShear strength. =650 24$aAncient masonry. =700 1\$aGalano, L.,$eauthor. =700 1\$aVignoli, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12175J.htm =LDR 03758nab a2200613 i 4500 =001 JTE12180J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12180J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12180J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.M5 =082 04$a620.1/1892$223 =100 1\$aBaskaran, A.,$eauthor. =245 12$aA New Facility to Simulate Simultaneous Wind and Thermal Effects on Roofing Systems /$cA. Baskaran, K. Liu, W. Lei, A. Delgado. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aRoofing systems are exposed to wind pressures and thermal stresses. Through a North American roofing consortium (Special Interest Group for Dynamic Evaluation of Roofing Systems-SIGDERS) the National Research Council Canada fabricated a facility to evaluate roof assemblies under simultaneous wind and thermal effects. The overall objective of this paper is to present the commissioning process of the facility based on experimental investigations that were carried out on a single-ply roofing system with a PVC membrane. For this study, roofing system responses were measured under simulated simultaneous wind and heat/cold conditions. A systematic attempt also was made to quantify the system response and to characterize the membrane properties. This was performed on a cold-conditioned system as well as by subjecting the membrane samples to the same cold-conditioning program in a laboratory freezer. Membrane samples were characterized by mechanical and chemical methods. Comparison of laboratory-conditioned membranes and wind-tested systems revealed the effects of cold conditioning and wind loading. Neither the wind uplift nor the mechanical properties (tensile breaking strength, elongation at break, tear strength, and seam strength) nor the chemical properties (glass transition temperature and weight loss) were affected by the selected cold conditioning. Based on these findings, directives for further studies are presented for this ongoing project. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWind uplift. =650 \0$aPVC membrane. =650 \0$aRoofing membrane. =650 \0$aMechanical testing. =650 \0$aThermal conditioning. =650 \0$aChemical characterization. =650 \0$aMicromechanics. =650 \0$aSolid state physics. =650 14$aWind uplift. =650 24$aRoofing membrane. =650 24$aDynamic mechanical analysis. =650 24$aMechanical testing. =650 24$aThermal conditioning. =650 24$aChemical characterization. =650 24$aPVC membrane. =650 24$aThermogravimetric analysis. =700 1\$aLiu, K.,$eauthor. =700 1\$aLei, W.,$eauthor. =700 1\$aDelgado, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12180J.htm =LDR 03009nab a2200517 i 4500 =001 JTE12182J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12182J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12182J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ180 =082 04$a311.2$223 =100 1\$aRismantojo, E.,$eauthor. =245 10$aComparison of Fine Aggregate Uncompacted Voids Content Measured by the ASTM C 1252 and the VTM-5 Devices /$cE. Rismantojo, JE. Haddock, TD. White. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAs part of the National Cooperative Highway Research Program Project 4-19(2), a series of uncompacted voids tests was performed using the ASTM Test Methods for Uncompacted Void Content of Fine Aggregates, C 1252, and the Virginia Department of Transportation VTM-5 test devices. Comparisons between the uncompacted voids measured by the two devices were made by using five different measurement methods on each of six different fine aggregates. The effects of test procedure and/or device, and their interactions with particle size on the measurement of uncompacted voids were also examined. As expected, the findings indicate that the graded sample of ASTM C 1252, Method A produces a significantly lower result for uncompacted void content than do the other four methods. However, the five test methods are significantly correlated. Furthermore, while there appears to be an interaction between test device and particle size, this effect is negated when the graded sample of ASTM C 1252, Method A is used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVTM-5. =650 \0$aUncompacted voids. =650 \0$aFine aggregate angularity. =650 \0$aScience$xExperiments. =650 \0$aMathematical statistics. =650 14$aUncompacted voids. =650 24$aFine aggregate angularity. =650 24$aASTM C 1252. =650 24$aVTM-5. =700 1\$aHaddock, JE.,$eauthor. =700 1\$aWhite, TD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12182J.htm =LDR 03181nab a2200541 i 4500 =001 JTE12176J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12176J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12176J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.1/127$223 =100 1\$aAhn, S-H,$eauthor. =245 14$aThe Determination of JIc Using the Time-Frequency Analysis Method /$cS-H Ahn, K-W Nam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aElastic-plastic fracture toughness, JIc, can be used as an effective design criterion. Among the JIc test methods approved by ASTM, the unloading compliance method has been used in this paper. In order to examine the relationship between the fracture behavior of the JIc test and acoustic emission (AE) signals, the post processing of AE signals was carried out by a joint time-frequency analysis method, i.e., the fast Fourier transform. The objective of this study is to evaluate the application of the characterization of AE signals for the unloading compliance method of the JIc test. Using a time-frequency analysis, AE signals can be extracted from the raw signal and be analyzed at the same time. The AE signal generated in the elastic-plastic fracture of material shows different aspects in the elastic and the plastic range or at the first portion of the crack growth by fracture. For example, energy obtained from the AE count method increases rapidly at the beginning of the plastic fracture. The elastic-plastic fracture of the material can be analyzed using real time AE characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUnloading compliance. =650 \0$aSignal characteristics. =650 \0$aElastic-plastic toughness. =650 \0$aNondestructive evaluation. =650 \0$aAcoustic emission. =650 \0$aAcoustic emission testing. =650 14$aElastic-plastic toughness. =650 24$aAcoustic emission. =650 24$aUnloading compliance. =650 24$aSignal characteristics. =650 24$aJoint time-frequency analysis. =650 24$aNondestructive evaluation. =700 1\$aNam, K-W,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12176J.htm =LDR 02469nab a2200565 i 4500 =001 JTE12178J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12178J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12178J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.M5 =082 04$a620.1/1892$223 =100 1\$aVankudre, HV.,$eauthor. =245 10$aEvaluation of the Mean Plastic Strain Ratio rm of Metallic Sheets Prestrained Along Different Biaxial Strain Paths /$cHV. Vankudre, PP. Date. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aASTM standards are widely used to determine the plastic strain ratio r to characterize the normal anisotropy and the planar anisotropy of sheet metal. The values determined by mechanical testing are quoted at a strain of 15%. These are used for comparing two techniques of measuring the plastic strain ratio or the anisotropy of two materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModul r. =650 \0$aStrain path. =650 \0$aBiaxial prestrain. =650 \0$aMechanical testing. =650 \0$aIn-plane stretching. =650 \0$aPlastic strain ratio. =650 \0$aMicromechanics. =650 \0$aSolid state physics. =650 14$aPlastic strain ratio. =650 24$aBiaxial prestrain. =650 24$aIn-plane stretching. =650 24$aModul r. =650 24$aStrain path. =650 24$aMechanical testing. =700 1\$aDate, PP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12178J.htm =LDR 03156nab a2200541 i 4500 =001 JTE12179J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12179J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12179J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aYoshihara, H.,$eauthor. =245 10$aMethod of Measuring the Shear Strength of Wood by the Asymmetric Four-Point Bending Test Using a Notched Beam Specimen /$cH. Yoshihara, O. Ohhata. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aWe measured the shear strength of wood by the asymmetric four-point bending test using notched beam specimens of Todomatsu (Japanese fir, Abies sachalinensis Fr. Schmidt). The notches were cut on both longitudinal-tangential (LT) planes along the neutral axis, and the load was applied asymmetrically on the longitudinal-radial plane to obtain the shear strength of the LT plane. In the tests, the notch depth and span-to-thickness ratio, which was defined as span/depth ratio, varied and the influence of specimen configuration was examined. Independently of the bending tests, block shear and Iosipescu shear tests were performed and the shear strengths obtained were compared with those obtained by the bending tests. When the specimen had a proper configuration, the value of shear strength was stable over a wide span/depth ratio range and was close to that obtained by the Iosipescu shear test. Hence, we think that the asymmetric four-point bending test using a notched beam specimen is promising for evaluating the realistic shear strength of wood. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear strength. =650 \0$aBlock shear test. =650 \0$aSpan/depth ratio. =650 \0$aIosipescu shear test. =650 \0$aNotched beam specimen. =650 \0$aShear (Mechanics) =650 14$aShear strength. =650 24$aAsymmetric four-point bending test. =650 24$aNotched beam specimen. =650 24$aSpan/depth ratio. =650 24$aBlock shear test. =650 24$aIosipescu shear test. =700 1\$aOhhata, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12179J.htm =LDR 02361nab a2200457 i 4500 =001 JTE12173J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12173J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12173J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519/.1$223 =100 1\$aMeged, Y.,$eauthor. =245 10$aModeling of Vibratory Cavitation Erosion Test Results by a Weibull Distribution /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe rate of mass loss in vibratory cavitation erosion tests varies with time. As a consequence, this process is treated empirically. It is suggested by the author that the cumulative mass loss-time curve test results can be represented accurately by the Weibull cumulative distribution function. This model was verified for 26 tests of nine metals. Among these metals is Ni 200, which is a standard reference material for erosion tests. This model allows treating the results of vibratory cavitation erosion tests analytically, thereby obtaining invaluable information from the test data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aWeibull method. =650 14$aVibratory cavitation erosion. =650 24$aModeling. =650 24$aWeibull cumulative distribution function. =650 24$aNi 200. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12173J.htm =LDR 02536nab a2200469 i 4500 =001 JTE12181J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12181J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12181J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F67 =082 04$a530.15/5723$223 =100 1\$aTrichili, H.,$eauthor. =245 12$aA Review of Watermarking Techniques :$bApplications, Properties, and Domains /$cH. Trichili, M-S Bouhlel, L. Kamoun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aWith the expansion of the Internet an increased amount of digital information, such as documents, images, and audio and video data has become available to a large number of people. Since the digital network is often used to offer digital media for profit, there is a strong need for copyright protection and a considerable interest in methods for inserting in a multimedia document a visible, or preferably invisible, mark to identify the owner. This article provides an overview of watermarking properties, and an evaluation of different embedding domains besides different applications. A survey of them and their respective requirements is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImage watermarking. =650 \0$aFourier transformations. =650 14$aImage watermarking. =650 24$aDiscrete cosine transformation. =650 24$aDiscrete wavelets transformation. =700 1\$aBouhlel, M-S,$eauthor. =700 1\$aKamoun, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12181J.htm =LDR 02781nab a2200529 i 4500 =001 JTE12177J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12177J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12177J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aBose, WW.,$eauthor. =245 10$aFracture Toughness of Thin Polymer Films Using Miniature Specimens /$cWW. Bose, JD. Landes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThin polymer films were tested to determine fracture toughness. This was done to provide a measure of the resistance of the materials to crack-related damage and as a method for material evaluation and selection. The films tested were of a transparent polymeric material and were in the range of 0.03-0.10 mm thick. The testing procedures required to determine the fracture toughness for these materials were new, so several aspects of the testing had to be developed. These included the design and machining of appropriate specimens, the test setup and fixtures needed, and the method of data evaluation. This paper describes the procedures used to do this. The development work was done on a model material, 3M transparency overhead film for copiers. Most of the results presented here are for that material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ integral. =650 \0$aPolymeric film. =650 \0$aFracture toughness. =650 \0$aMiniature specimen. =650 \0$aNormalization curve. =650 \0$afracture mechanics. =650 14$aFracture toughness. =650 24$aMiniature specimen. =650 24$aPolymeric film. =650 24$aJ integral. =650 24$aNormalization curve. =700 1\$aLandes, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12177J.htm =LDR 03022nab a2200577 i 4500 =001 JTE12692J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12692J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12692J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC685.I6 =082 04$a616.1/23705$223 =100 1\$aPascual, FG.,$eauthor. =245 14$aThe Modified Sudden Death Test :$bPlanning Life Tests with a Limited Number of Test Positions /$cFG. Pascual, WQ. Meeker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aWe present modified sudden death test (MSDT) plans to address the problem of limited testing positions in life tests.A single MSDT involves testing k specimens simultaneously until the rth failure.The traditional sudden death test (SDT) is a special case when r1.The complete MSDT plan consists of g single MSDTs run in sequence.When r>1, there can be up to r?1 idle test positions at any time.We propose testing "standby" specimens in the idle positions and use simulation to gage the improvement over the basic MSDT plan.We evaluate test plans with respect to the asymptotic variance of maximum likelihood estimators of quantities of interest, total experiment duration, and sample size.In contrast to traditional experimental plans, shorter total testing time and smaller sample sizes are possible under MSDT plans. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSudden death test. =650 \0$aWeibull distribution. =650 \0$aLimited test positions. =650 \0$aSudden death$xPrevention. =650 \0$aExercise Test. =650 \0$aPhysical Exertion. =650 \0$aHeart Arrest. =650 \0$aRunning. =650 14$aCornish-Fisher expansions. =650 24$aLimited test positions. =650 24$aMaximum likelihood methods. =650 24$aModified sudden death test. =650 24$aSudden death test. =650 24$aType I and Type II censoring. =650 24$aWeibull distribution. =700 1\$aMeeker, WQ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12692J.htm =LDR 03108nab a2200517 i 4500 =001 JTE12030J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12030J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12030J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1/123/028$223 =100 1\$aSharpe, WN.,$eauthor. =245 12$aA Potential Optical Standard for Resistance Strain Gages /$cWN. Sharpe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThe laser-based interferometric strain/displacement gage (ISDG) is an optical technique that measures the change in relative distance between two reflective markers on a specimen surface. When the markers are illuminated with a low-power He-Ne laser, interference patterns are formed in space that can be monitored and related to the relative displacement between them. The ISDG has been used in experiments ranging in duration from 10 ?s to 1000 h-a dynamic range of eleven orders of magnitude. This noncontacting technique offers some intriguing possibilities for resistance strain gage calibration. It does not have to be compensated for temperature since there is no thermal expansion of the gage. There are no transverse effects since it measures only the strain along the line between the two markers. It can measure biaxial strains if three markers are placed in an orthogonal pattern. With high-speed detectors, the ISDG can have a very high-frequency response. The fringe motions can be tracked by following the maximums or minimums of the patterns so there is no drift in the electronic instrumentation, which makes the ISDG suitable for calibration of gages used to measure creep strain. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandards. =650 \0$aStrain gages. =650 \0$aInterferometry. =650 \0$aElastoplastic strains. =650 \0$aExtensometer. =650 \0$aGages. =650 14$aStrain gages. =650 24$aInterferometry. =650 24$aNoncontacting strain measurement. =650 24$aStandards. =650 24$aElastoplastic strains. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12030J.htm =LDR 03726nab a2200601 i 4500 =001 JTE12024J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12024J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12024J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419.5 =082 04$a691.1$223 =100 1\$aRosowsky, DV.,$eauthor. =245 10$aEstablishing Uplift Design Values for Metal Connectors in Light-Frame Construction /$cDV. Rosowsky, TD. Reed, KG. Tyner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aWind loads cause uplift pressures to be applied to a roof resulting in a net uplift force on the structure. One of the most critical locations in the vertical load path is the connection between the roof and the wall, specifically between the roof rafter (or truss) and the top-plate of the wall. This connection is typically made using mechanical fasteners such as metal straps and nails. The manufacturers of these straps provide allowable capacities for their products based on ASTM test procedures for tension straps, joist hangers, or other similar products. Manufacturers' published design capacities for hurricane straps are based on the lowest value of three test criteria. The first criterion is the ultimate uplift load divided by three, the second is the load 1/8 in. (3.2 mm) deflection, and the third is the allowable design values for nails or other fasteners used to attach the connector to wood members. Recent test results suggest these values may be overly conservative in some cases and that some test criteria or procedures may not be representative of actual design conditions. This paper first reports on a testing program to evaluate uplift capacities of lightframe connections made using commonly available hardware. Based on an evaluation of the results and observations made during the tests, shortcomings of current test procedures and testing program details are described. Deficiencies, and specific needs to overcome them, are identified in the context of structural performance as well as safety. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWind loads. =650 \0$aConnections. =650 \0$aUplift loads. =650 \0$aHurricane straps. =650 \0$aMetal connectors. =650 \0$aWood construction. =650 \0$aStatistical analysis. =650 \0$aWood$xStandards. =650 \0$aEngineered wood construction. =650 14$aConnections. =650 24$aHurricane straps. =650 24$aMetal connectors. =650 24$aStatistical analysis. =650 24$aUplift loads. =650 24$aWind loads. =650 24$aWood construction. =700 1\$aReed, TD.,$eauthor. =700 1\$aTyner, KG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12024J.htm =LDR 03085nab a2200517 i 4500 =001 JTE12032J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12032J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12032J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA575 =082 04$a526.9/028$223 =100 1\$aObaidat, MT.,$eauthor. =245 10$aAdditional Comments About a Modified Theodolite Instrument :$bConceptual Work /$cMT. Obaidat, ZA. Al-Smadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aWe previously described a modified surveying theodolite in which the head can be set in a second more elevated position by means of a sliding calibrated extension rod, thus allowing through triangulation the measurement of otherwise inaccessible distances or heights of objects. The recommended sequence of operations required the tilting of the extended rod of the instrument away from the plumb line in order to determine such a distance or height. Unfortunately, this tilting adversely affects the mechanical stability of the instrument. However, it is possible to make triangulation measurements without tilting the rod away from the normal. A new sequence of operations is presented in which the height of a distant object, horizontal distances, and slope distances can be calculated as functions of two measured angles of elevation and the length of the extended rod (along the normal, or plumb line) only. This operational modification has the advantages over the earlier-described procedure of simplicity, lower cost, convenience, greater mechanical stability, and increased precision of measurement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurveying. =650 \0$aTheodolite. =650 \0$aTriangulation. =650 \0$aLevels (Surveying instruments) =650 \0$aTransit, Surveyors. =650 14$aSurveying. =650 24$aTheodolite. =650 24$aTriangulation. =650 24$aCorrection for atmospheric refraction. =650 24$aCorrection for earth curvature. =700 1\$aAl-Smadi, ZA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12032J.htm =LDR 02846nab a2200553 i 4500 =001 JTE12028J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12028J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12028J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aBledzki, AK.,$eauthor. =245 10$aDissipated Energy of Composite Materials-Part I :$bCyclic Dynamic Stress /$cAK. Bledzki, J. Gassan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper presents a method for the estimation of the vibratory fatigue strength of composite materials that is based on the accumulated dissipated energy. The accumulated dissipated energy was measured with a special measuring technique, which is able to catch quasi-continuously the mechanical properties of the tested samples. The curves of the accumulated dissipated energy were approximated with an equation that includes several parameters. These parameters were identified for experiments with different types of load and for samples with different contents of micropores. For samples that reach more than 106 load cycles, the accumulated dissipated energy in one-load-stage tests is a linear function. With this, the fatigue limit of the samples can be predicted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLife prediction. =650 \0$aFatigue behavior. =650 \0$aDissipated energy. =650 \0$aReinforced plastic. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aReinforced plastic. =650 24$aComposites. =650 24$aFiberglass-epoxy composites. =650 24$aDissipated energy. =650 24$aAccumulated dissipated energy. =650 24$aFatigue behavior. =650 24$aLife prediction. =700 1\$aGassan, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12028J.htm =LDR 03346nab a2200505 i 4500 =001 JTE12023J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12023J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12023J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN751 =082 04$a620.172$223 =100 1\$aChui, YH.,$eauthor. =245 10$aStress-Strain Relationship of Common Wire Nails Under Reversed Cyclic Loading /$cYH. Chui, C. Ni. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aNailed timber joints are known to play an important role in the performance of light timber frame structures under extreme loading conditions such as those caused by hurricanes and earthquakes. Numerical modeling of nailed joint response to these loading conditions requires knowledge of, among other things, the load-displacement or stress-strain property of nails under reversed cyclic load. As part of an overall program of work to validate a finite element nailed joint model, a new test method was developed and a modified constitutive material model was adopted to characterize the through-zero cyclic stress-strain behavior of nails of different diameters. Four nail diameters ranging from 2.78 to 4.08 mm were evaluated using the proposed cyclic test and the conventional monotonic tension test methods. It is noted that the proposed constitutive model provides an excellent representation of the cyclic response of the nails. A comparison with monotonic test data reveals that yield stress under cyclic loading is higher than the corresponding monotonic test response, but the ultimate strength appears unaffected. Under cyclic loading the so-called Bauschinger and strain-softening effects are clearly evident. Elastic moduli are similar for the four nails tested. However, yield stress and strain reduce with any increase in nail diameter. The area enclosed by a hysteresis loop increases with increasing nail size. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTimber joint. =650 \0$aBauschinger effect. =650 \0$aSteel$xHeat treatment. =650 \0$aDeformations (Mechanics) =650 14$aNail. =650 24$aTimber joint. =650 24$aReversed cyclic load test. =650 24$aBauschinger effect. =650 24$aConstitutive material model. =700 1\$aNi, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12023J.htm =LDR 02272nab a2200541 i 4500 =001 JTE12031J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12031J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12031J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL269 =082 04$a629.246$223 =100 1\$aSegal, L.,$eauthor. =245 10$aThermal Diagnostic Method for Vehicle Brakes /$cL. Segal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aTheoretical and experimental validation is provided for thermal diagnosis of vehicle brakes in the example of a wheeled tractor. The diagnostic parameter adopted is the rate of temperature increase of the brake under steady-state conditions. The functional relationship between it and the structural parameter (the braking moment) is determined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrake. =650 \0$aVehicle. =650 \0$aTemperature. =650 \0$aDiagnostic parameter. =650 \0$aStructural parameter. =650 \0$aBrake Design. =650 \0$aVehicle Brakes. =650 \0$aBrake Performance. =650 14$aBrake. =650 24$aVehicle. =650 24$aTemperature. =650 24$aDiagnostic parameter. =650 24$aStructural parameter. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12031J.htm =LDR 03363nab a2200577 i 4500 =001 JTE12027J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12027J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12027J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS592.6.O73 =082 04$a631.4/17$223 =100 1\$aRobinson, RG.,$eauthor. =245 10$aRole of Filter Paper Separators on the Response of Clays Under Long-Duration Sustained Loading /$cRG. Robinson, MM. Allam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aIn a one-dimensional consolidation test, a sustained load duration in excess of 104 min is rarely used for evaluation of the coefficient of secondary compression even for very plastic clays. However, there are instances in the literature where load durations have exceeded 105 min. The clogging of porous stones by migration of soil fines is conventionally prevented by interposing filter paper separators between the porous stones and the soil specimen. The present study examines the effect of filter paper separators on the secondary compression and swelling characteristics of a bentonite-sand mixture. In longterm volume change tests, use of filter paper separators results in increased deformation when the soil is undergoing drained creep in consolidation tests. When the soil undergoes swelling over a long period of time, some collapse occurs due to the decay of the filter paper separators. The observations of a long-duration drained creep test on this soil are used to explain the reported secondary compression behavior of some natural soils. The results of the study bring out the need to develop nondegradable separators for long-duration tests to protect porous stones from clogging with soil fines. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSwelling. =650 \0$aBiodegradation. =650 \0$aOrganic matter. =650 \0$aSustained loading. =650 \0$aSecondary compression. =650 \0$aFilter paper separators. =650 \0$aSoils$xOrganic compound content. =650 \0$aSewage sludge. =650 14$aFilter paper separators. =650 24$aSoil. =650 24$aSustained loading. =650 24$aSecondary compression. =650 24$aSwelling. =650 24$aBiodegradation. =650 24$aOrganic matter. =700 1\$aAllam, MM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12027J.htm =LDR 02664nab a2200517 i 4500 =001 JTE12693J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12693J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12693J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419 =082 04$a674/.132$223 =100 1\$aPatton-Mallory, M.,$eauthor. =245 10$aQualitative Assessment of Failure in Bolted Connections :$bMaximum Stress Criterion /$cM. Patton-Mallory, PJ. Pellicane, FW. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper presents information regarding the distribution of critical stresses and regions where failure is likely to initiate in single bolt wood connections loaded in tension.Predicted stresses are the results of a three-dimensional numerical analysis of a connection consisting of a single steel pin and a wood member with a hole.Stresses of particular interest are: parallel-to-grain compression and shear and perpendicular-to-grain tension.Failure location is determined by considering the regions of the member where the material capacity is exceeded in at least one of the three aforementioned stresses.No stress interaction is assumed in this analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBolted connection. =650 \0$aFinite element model. =650 \0$aWood. =650 \0$aTrees$xGrowth. =650 \0$aPlants$xEffect of stress on. =650 14$aBolted connection. =650 24$aWood. =650 24$aFinite element model. =650 24$aMaximum stress failure criterion. =700 1\$aPellicane, PJ.,$eauthor. =700 1\$aSmith, FW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12693J.htm =LDR 03086nab a2200541 i 4500 =001 JTE12022J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12022J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12022J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.5.B3 =082 04$a624.1/83423$223 =100 1\$aWang, Z.,$eauthor. =245 14$aThe Dynamic Behavior and Vibration Monitoring of Reinforced Concrete Beams /$cZ. Wang, XTC Man, RD. Finch, BH. Jansen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aThe dynamic behavior of a reinforced concrete beam was studied theoretically and experimentally. A relationship between the resonance frequency of the beam and the applied bending moment was established. A frequency criterion corresponding to the crack control criterion in the ACI Building Code was developed. It was found that resonance frequencies and damping will change rapidly when cracks are initialized and growing. The resonance frequency shift could be as large as 20 to 25% of the original value, and the decay rate could change by a factor of 4. The applied bending moment not only determines the number and the size of cracks but also determines the crack opening or closing condition that affects both resonance frequency and damping. To accurately estimate the frequency and damping of a cracked-reinforced concrete beam, empirical formulas are proposed based on a small number of experiments. The technique has promise for global nondestructive evaluation of reinforced concrete structures such as highway bridges. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBeams. =650 \0$aVibration. =650 \0$aReinforced concrete. =650 \0$aNondestructive evaluation. =650 \0$aConcrete beams$xTesting. =650 \0$aReinforced concrete construction. =650 14$aBeams. =650 24$aReinforced concrete. =650 24$aNondestructive evaluation. =650 24$aVibration. =700 1\$aMan, XTC,$eauthor. =700 1\$aFinch, RD.,$eauthor. =700 1\$aJansen, BH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12022J.htm =LDR 03126nab a2200613 i 4500 =001 JTE12033J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12033J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12033J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aSriharsha, HK.,$eauthor. =245 12$aA Computer Program to Aid in Fatigue Precracking of Fracture Toughness Test Specimens /$cHK. Sriharsha, S. Anantharaman, S. Chatterjee, RK. Pandey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aFatigue precracking prior to fracture toughness and fatigue tests ensures a sharp crack ahead of the notch tip. The precracking procedure is outlined in ASTM Standards E 399-78a (Standard Test Method for Plane-Strain Fracture Toughness of Metallic Materials). E813-89 (Standard Test Method for JIC, A Measure of Fracture Toughness), and E-1152-87 (Standard Test Method for Determining J-R Curves). This paper describes an interactive computer program that accepts material properties and specimen dimensions as program input. The program output when plotted graphically suggests an easy and practical precracking procedure adhering to the standards mentioned above. The program is useful in the absence of a computer-controlled testing facility. The program listout is given in the Appendix. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaximum load. =650 \0$aLoad stepdown. =650 \0$aFatigue precracking. =650 \0$aLimit load criterion. =650 \0$aStress intensity factor. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue precracking. =650 24$aStress intensity factor. =650 24$aStress intensity factor range. =650 24$aMaximum load. =650 24$aLoad stepdown. =650 24$aLimit load criterion. =650 24$aThree-point bend test specimen. =650 24$aCompact tension test specimen. =700 1\$aAnantharaman, S.,$eauthor. =700 1\$aChatterjee, S.,$eauthor. =700 1\$aPandey, RK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12033J.htm =LDR 02687nab a2200517 i 4500 =001 JTE12029J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12029J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12029J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.G44 =082 04$a624.1/51$223 =100 1\$aSalman, A.,$eauthor. =245 10$aDurability of Geosynthetics Based on Accelerated Thermo-Oxidation Testing /$cA. Salman, D. Goulias, V. Elias. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aWith the increasing use of geosynthetics in civil engineering applications, the geosynthetic industry has developed new and more sophisticated materials. As improved geosynthetics are being introduced, it is necessary to assess their durability with respect to the environmental conditions that they will be exposed to. This requires the development of accelerated tests permitting the degradation prediction of geosynthetics in actual use. To address this need, a basic autooxidation scheme (BAS) has been adapted so as to develop a kinetic model for evaluating their mechanical degradation. Based on the experimental data, the model provides estimates of strength loss with time caused by thermo-oxidation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermo-oxidation. =650 \0$aDegradation modeling. =650 \0$aGeosynthetics durability. =650 \0$aGeofabrics. =650 \0$aGeosynthetics. =650 \0$aSynthetic fabrics. =650 14$aGeosynthetics durability. =650 24$aThermo-oxidation. =650 24$aDegradation modeling. =700 1\$aGoulias, D.,$eauthor. =700 1\$aElias, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12029J.htm =LDR 03119nab a2200553 i 4500 =001 JTE12026J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12026J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12026J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aJoyce, JA.,$eauthor. =245 10$aExperimental Justification for Proposed Changes to the Measurement of KIc Using ASTM E 399 /$cJA. Joyce. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aDuring the past five years considerable effort has been devoted to developing a fracture toughness measurement standard that combines the linear elastic stress intensity factor at the onset of crack extension, KIc, and the elastic-plastic fracture toughness measurement quantities, namely, JIc, the J resistance curve (J-R curve), and the corresponding crack tip opening displacement resistance curve (CTOD-R curve). The objective of this effort was to allow the engineer to start with one specimen geometry, conduct a specified test, develop either a KQ or a JQ-R curve, and then, after application of the relevant size requirements, obtain a valid fracture toughness result. At present, different specimens are required by E 399 and E 1737 (the combination and replacement of E 813 and E 1152), and if the engineer uses the E 399 specimen geometry and test procedure and subsequently finds that the measured KQ fails the E 399 size requirements, new specimens must be machined and tested according to E 1737 to obtain valid fracture toughness measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aT-stress. =650 \0$aSide grooves. =650 \0$aCrack initiator. =650 \0$aSize requirements. =650 \0$aStress intensity factor. =650 \0$aLinear fracture mechanics. =650 \0$afracture mechanics. =650 14$aFracture mechanics. =650 24$aLinear fracture mechanics. =650 24$aCrack initiator. =650 24$aStress intensity factor. =650 24$aSize requirements. =650 24$aSide grooves. =650 24$aT-stress. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12026J.htm =LDR 02525nab a2200553 i 4500 =001 JTE12025J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12025J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12025J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS198.3.P3 =082 04$a676/.3$223 =100 1\$aSaliklis, EP.,$eauthor. =245 10$aMeasuring the Triaxial Load-Deformation Response of Orthotropic Materials Subjected to Large and Small Strain Regimes /$cEP. Saliklis, SM. Cramer, JC. Hermanson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA new method for obtaining triaxial stress versus strain data is presented. The method tests cubic specimens and can provide constitutive data along three mutually perpendicular axes. Issues of removing the effects of boundary conditions in the proposed device are discussed. Two devices were constructed and used to obtain triaxial stress versus strain data on paperboard and on redwood samples. Representative data are shown. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRedwood. =650 \0$aPaperboard. =650 \0$aSurface effects. =650 \0$aTriaxial testing. =650 \0$aOrthotropic materials. =650 \0$aCartonnages. =650 \0$aPaper containers. =650 14$aTriaxial testing. =650 24$aOrthotropic materials. =650 24$aPaperboard. =650 24$aRedwood. =650 24$aSurface effects. =700 1\$aCramer, SM.,$eauthor. =700 1\$aHermanson, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12025J.htm =LDR 02554nab a2200553 i 4500 =001 JTE12694J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12694J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12694J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aPatton-Mallory, M.,$eauthor. =245 10$aQualitative Assessment of Failure in Bolted Connections :$bTsai-Wu Criterion /$cM. Patton-Mallory, PJ. Pellicane, FW. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aIn a companion paper, a characterization is presented of stress fields in a single-shear bolted connection subjected to tension loading.Numerous stress contours are presented that illustrate the magnitude of the parallel-to-grain compression and shear stresses, as well as the perpendicular-to-grain tension stresses.In addition, regions of potential failure in the selected specimens are identified based on a maximum stress failure criterion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aBolted connection. =650 \0$aStress interaction. =650 \0$aFinite element model. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aBolted connection. =650 24$aWood. =650 24$aFinite element model. =650 24$aTsai-Wu failure criterion. =650 24$aStress interaction. =700 1\$aPellicane, PJ.,$eauthor. =700 1\$aSmith, FW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12694J.htm =LDR 02700nab a2200529 i 4500 =001 JTE12034J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12034J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12034J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRG137 =082 04$a613.9/435$223 =100 1\$aHerman, BA.,$eauthor. =245 10$aValidation of a Corona Discharge Technique to Test Male Latex Condoms for Pinhole Defects /$cBA. Herman, RF. Carey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe Center for Devices and Radiological Health, Food and Drug Administration, evaluated a prototype device using novel technology to detect pinholes in male latex condoms. This device uses multiple electrodes, maintained at high positive voltage, which interrogate a latex condom placed on a conducting mandrel. An electric discharge occurs only when a small hole is present in the condom and is sensed by the device. The mandrel is rotated to map out the entire surface of the condom. Using latex condoms with laser-drilled holes ranging from approximately 1 to 30 µm in diameter, we examined the sensitivity of this device. The smallest holes were detected, and the overall false negative rate was 2%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHoles. =650 \0$aLatex. =650 \0$aCondoms. =650 \0$aElectrical discharge. =650 \0$aSexually Transmitted Diseases$xprevention & control. =650 \0$aContraception Behavior. =650 \0$aContraceptive devices, Male. =650 14$aLatex. =650 24$aCondoms. =650 24$aHoles. =650 24$aElectrical discharge. =700 1\$aCarey, RF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12034J.htm =LDR 02630nab a2200589 i 4500 =001 JTE12044J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12044J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12044J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169 =082 04$a620.00452$223 =100 1\$aFendley, A.,$eauthor. =245 10$aRepeatability and Reproducibility in Walkway-Safety Tribometry :$bAbrasive-Grit Size in Test-Foot Preparation /$cA. Fendley, MI. Marpet, H. Medoff, D. Schutter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aTo reduce slips and falls there is a need for repeatable and reproducible measurement, under both field and laboratory conditions, of the slip resistance between pedestrian shoe bottoms and the surfaces involved in human locomotion. Improvement of repeatability (within laboratory) and reproducibility (between laboratories) of portable tribometer test results should be a goal of tribometer designers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTribometry. =650 \0$aRepeatability. =650 \0$aWalkway safety. =650 \0$aReproducibility. =650 \0$aAbrasive-grit size. =650 \0$aTestfoot preparation. =650 \0$aReproducibility of Results. =650 \0$aReliability (Engineering) =650 14$aAbrasive-grit size. =650 24$aRepeatability. =650 24$aReproducibility. =650 24$aTestfoot preparation. =650 24$aTribometry. =650 24$aWalkway safety. =700 1\$aMarpet, MI.,$eauthor. =700 1\$aMedoff, H.,$eauthor. =700 1\$aSchutter, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12044J.htm =LDR 02401nab a2200481 i 4500 =001 JTE12037J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12037J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12037J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C9 =082 04$a546/.652$223 =100 1\$aSandström, R.,$eauthor. =245 10$aExtrapolation of Creep Strain Data for Pure Copper /$cR. Sandström. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aHigh-temperature plants operating in the creep regime are typically designed for a lifetime of 100 000 to 250 000 h. To obtain design data, short time data must be extrapolated to the lifetimes of technical interest. In the present paper a new method for the simultaneous extrapolation of creep strain and rupture data is proposed. This approach has the advantage that it improves the statistical basis for the evaluation and makes it possible to avoid physically impossible results frequently obtained if creep strain data are analyzed separately. The method has successfully been applied to phosphorus-alloyed pure copper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aCreep strain. =650 \0$aExtrapolation. =650 \0$aChemistry. =650 \0$aTransition metals. =650 14$aCreep strain. =650 24$aExtrapolation. =650 24$aCopper. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12037J.htm =LDR 02803nab a2200493 i 4500 =001 JTE12039J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12039J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12039J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aRiemelmoser, FO.,$eauthor. =245 14$aThe Influence of Irregularities in the Crack Shape on the Crack Extension Measurement by Means of the Direct-Current-Potential-Drop Method /$cFO. Riemelmoser, R. Pippan, H. Weinhandl, O. Kolednik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe equations used for calculating the crack extension from the change in the potential drop at a fracture mechanics specimen are generally derived for perfectly straight crack fronts. In the practice of fracture mechanics tests the crack, however, usually grows faster in the interior of the specimen than at the exterior, leading to a curved crack front. For such a case we calculate the potential drop by means of a finite difference scheme. It is shown that for curved cracks the usual procedure of the direct-current-potential-drop method underestimates the real crack extension. The same finite difference scheme is then used to account for conductive bars and bridges, which sometimes are left behind the crack front. Finally, the influence of side grooves on the potential drop is investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack shape. =650 \0$aCrack extension. =650 \0$afracture mechanics. =650 14$aCrack extension. =650 24$aDirect-current-potential drop method. =650 24$aCrack shape. =700 1\$aPippan, R.,$eauthor. =700 1\$aWeinhandl, H.,$eauthor. =700 1\$aKolednik, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12039J.htm =LDR 03701nab a2200529 i 4500 =001 JTE12160J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12160J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12160J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aTan, SA.,$eauthor. =245 10$aAutomatic Field Permeameter for Drainage Properties of Porous Asphalt Mixes /$cSA. Tan, TF. Fwa, CT. Chuai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA new automatic field permeameter was designed to measure the in situ permeability of porous asphalt roads under field testing conditions. This apparatus works on the falling head principle; the falling head with time is measured through a porous road slab with a precise pressure transducer at the base of the apparatus at very close intervals of 100 (Hz) data points/s. With the falling head data, the specific discharge (?) can be computed and plotted against the hydraulic gradient (ip1); the 3D flow permeability of the material is obtained at ip1>=1. The falling head data are shown to agree with constant head test data and are independent of the initial head at the start of the test. This demonstrates the repeatability of test measurements and the reliability of the test method, as it agrees very well with the wellaccepted constant head measurements. However, direct 1D permeability measurements of vertical and horizontal cored specimens from tested slabs showed the influence of permeability anisotropy on test results. Therefore, to make the 3D measurements useful for practical applications, a correction factor accounting for the effects of anisotropy, thickness, and size of slab on the test interpretation of the k value is obtained from a comprehensive finite element study, which allows for conversion from the 3D permeability to the effective 1D isotropic permeability. This is validated from the results of 14 porous test slabs (3 asphalt mixes and 1 portland cement concrete mix) where independent measurements of the 3D as well as the 1D horizontal and vertical permeabilities have been made, and excellent agreement is obtained when compared to finite element results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFalling head test. =650 \0$aDrainage properties. =650 \0$aPorous asphalt mixes. =650 \0$aPorous materials. =650 \0$aAsphalt. =650 \0$aPavements$xPerformance. =650 14$aAutomatic field permeameter. =650 24$aFalling head test. =650 24$aDrainage properties. =650 24$aPorous asphalt mixes. =700 1\$aFwa, TF.,$eauthor. =700 1\$aChuai, CT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12160J.htm =LDR 02517nab a2200517 i 4500 =001 JTE12043J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12043J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12043J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590 =082 04$a631.4/05$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aCalifornia Bearing Ratio Test Simplified /$cNS. Pandian, A. Sridharan, PSRN Raju. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aDue to the large volume of soil sample material and effort involved, the conventional California bearing ratio (CBR) tests are laborious and time consuming. Hence, an attempt was made to use the Proctor mold itself with a proportionately smaller plunger to estimate the CBR values. The good agreement between the CBR values obtained using the conventional mold and plunger and the Proctor mold and a smaller plunger (with a correction factor) suggests the feasibility of this approach, especially for fine-grained soils. The recommended minitest apparatus and procedure make the CBR test much simpler. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProctor mold. =650 \0$aDiameter ratio. =650 \0$aFine-grained soils. =650 \0$aSoils. =650 \0$aSoil science$vPeriodicals. =650 14$aCBR test. =650 24$aProctor mold. =650 24$aDiameter ratio. =650 24$aFine-grained soils. =700 1\$aSridharan, A.,$eauthor. =700 1\$aRaju, PSRN,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12043J.htm =LDR 02222nab a2200517 i 4500 =001 JTE12041J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12041J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12041J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ180 =082 04$a303.4/84$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aModeling Considerations in Wood-Related Research /$cPJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aIt has been the author's experience that researchers will routinely use linear models to describe the relationships between correlated variables when that approach to modeling may not be the most rational. This article illustrates some of the circumstances when linear modeling is and is not the most viable alternative in characterizing the relationship between correlated variables. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aModeling. =650 \0$aResearch. =650 \0$aNonlinear. =650 \0$aScience. =650 \0$aScience research. =650 \0$aInformation services. =650 14$aWood. =650 24$aResearch. =650 24$aModeling. =650 24$aNonlinear. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12041J.htm =LDR 03478nab a2200577 i 4500 =001 JTE12035J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12035J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12035J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624/.1513$223 =100 1\$aDivinsky, M.,$eauthor. =245 10$aProbabilistic Model for the Analysis of Dynamic Cone Penetrometer Test Values in Pavement Structure Evaluation /$cM. Divinsky, M. Livneh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aReliable analysis and interpretation of the results obtained under testing in pavement design and evaluation require consideration of the nature of the values under study, including construction of the probabilistic model that describes their statistical behavior. The investigation has been focused on the testing data peculiarities related to the dynamic cone penetrometer (DCP), which has become one of the extensively used testing devices in pavement evaluation. Application of the probabilistic models containing the stochastic components in pavement design and evaluation is determined by the nature of the pavement component characteristics, including subgrade soils, formed under the influence of various factors. The probability distribution model for the DCP values has been described based on the analysis of the statistical peculiarities of the observed data. The model reflects the main features and physical essence of the DCP values. Some differences in statistical conclusions based on the models under study have been demonstrated. Models can be recommended that have a positive influence on studying relationships between the DCP characteristics and various pavement design parameters and increase the reliability of estimates and solutions in pavement structure evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic cone. =650 \0$aPenetrometer. =650 \0$aConceptual model. =650 \0$aDesign parameters. =650 \0$aPavement evaluation. =650 \0$aTesting characteristics. =650 \0$aProbability distribution. =650 \0$aSoil penetration test. =650 14$aPavement evaluation. =650 24$aDesign parameters. =650 24$aDynamic cone. =650 24$aPenetrometer. =650 24$aTesting characteristics. =650 24$aProbability distribution. =650 24$aConceptual model. =700 1\$aLivneh, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12035J.htm =LDR 02882nab a2200517 i 4500 =001 JTE12042J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12042J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12042J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN752.T54 =082 04$a669/.96142$223 =100 1\$aHe, Q.,$eauthor. =245 10$aStress-Strain Behavior of a Fe-Ni-Cr Alloy During In-and Out-of-Phase Synchronized Thermal Cycling and Mechanical Cycling Tests /$cQ. He, J. Bressers, E. Fenske, R. Decat. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe stress-strain behavior of a Fe-Ni-Cr alloy during in-phase and out-of-phase tests under conditions synchronizing thermal cycling with mechanical cycling has been studied by using a specially designed thermal cycling unit. The curves of cycling stress, strain, and temperature versus time indicate that the thermomechanical cycling softening phenomenon occurring in the higher-temperature region, close to the maximum thermal cycling temperature, is a common characteristic under thermomechanical cycling in-phase and out-of-phase superposition tests. However, a difference in behavior between in-phase and out-of-phase is evident. The tests show that the thermomechanical cycling softening occurred in the tensile strain range for in-phase testing and occurred in the compressive strain range for out-of-phase. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIn-phase testing. =650 \0$aCycling softening. =650 \0$aOut-of-phase testing. =650 \0$aMetals$xThermomechanical treatment. =650 14$aThermomechanical superposition. =650 24$aCycling softening. =650 24$aIn-phase testing. =650 24$aOut-of-phase testing. =700 1\$aBressers, J.,$eauthor. =700 1\$aFenske, E.,$eauthor. =700 1\$aDecat, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12042J.htm =LDR 02344nab a2200577 i 4500 =001 JTE12038J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12038J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12038J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aBledzki, AK.,$eauthor. =245 10$aLoss Energy of Composite Materials. Part II :$bImpact Loading /$cAK. Bledzki, J. Gassan, A. Kessler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThis paper deals with the influence of material structure parameters (fiber treatment and content of micropores) on the impact behavior of composite materials. Furthermore, an impact falling-weight testing device and the characteristic impact values are introduced. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamping. =650 \0$aInterphase. =650 \0$aJute fibers. =650 \0$aGlass fibers. =650 \0$aFiber treatment. =650 \0$aLow-velocity impact. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aLow-velocity impact. =650 24$aDamping. =650 24$aGlass fibers. =650 24$aJute fibers. =650 24$aInterphase. =650 24$aFiber treatment. =700 1\$aGassan, J.,$eauthor. =700 1\$aKessler, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12038J.htm =LDR 03294nab a2200565 i 4500 =001 JTE12036J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12036J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12036J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aGong, Y.,$eauthor. =245 10$aCyclic Response and Fatigue of Steels Subjected to Strain Control with Non-Zero Means /$cY. Gong, M. Norton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aBaseline fatigue data are presented through a series of strain-controlled tension-compression-type fatigue tests on smooth specimens of a Type S1214 mild steel under various combinations of strain amplitudes and nonzero mean strains. The strain magnitudes were chosen in the upper limit of the elastic range, in the plastic range, or in the transition area between the elastic and the plastic range. Experimental results show that for strain amplitudes in the upper limit of the elastic range, positive mean strains prolong fatigue life and negative mean strains shorten fatigue life. The observations are explained by the analysis of the basic material properties associated with the material concerned. The cyclic response behavior of the materials, namely the Bauschinger effect, the cyclic softening, and the mean stress relaxation processes have been studied also to reveal the underlying fatigue mechanism. Several modified models have been proposed for life prediction under nonzero mean strain and/or mean stress based on experimental observations. The comparison of the experimental results with the predictions made from the proposed models and from an existing model are also presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMean strain. =650 \0$aFatigue life. =650 \0$aCyclic response. =650 \0$aMean stress relaxation. =650 \0$aThe Bauschinger effect. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aStrain-controlled fatigue. =650 24$aMean strain. =650 24$aMean stress relaxation. =650 24$aCyclic response. =650 24$aThe Bauschinger effect. =650 24$aFatigue life. =700 1\$aNorton, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12036J.htm =LDR 03125nab a2200661 i 4500 =001 JTE12040J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12040J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12040J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aSousa, JB.,$eauthor. =245 10$aEffect of Asphalt Mix Design Method on Binder and Gradation Selection /$cJB. Sousa, M. Prates, R. Barros, P. Langlois, AM. Leclerc, B. Briggs. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aTo investigate the hypothesis that Superpave Volumetric mix design yields superior performing mixes overall, the Portuguese Road Directorate (JAE) compared the performance of Superpave mixes with the performance of other mixes. The comparisons were made with gradations that pass through, above, and below the restricted zone. Performance was evaluated using the Marshall test, the Hveem test, the Repetitive Simple Shear Test at Constant Height, the Four Point Bending Fatigue Test, and the French Wheel Tracking Device. These research efforts led to consideration as to what extent the binder and gradation selections are dependent on the mix design tool. The results indicate that some Superpave mixes yield the lowest laboratory performance in some of the tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aRutting. =650 \0$aSuperpave. =650 \0$aMix design. =650 \0$aShear testing. =650 \0$aVolumetric design. =650 \0$aWheel tracking tests. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aSuperpave. =650 24$aVolumetric design. =650 24$aMix design. =650 24$aPerformance-based testing. =650 24$aFatigue. =650 24$aRutting. =650 24$aShear testing. =650 24$aWheel tracking tests. =700 1\$aPrates, M.,$eauthor. =700 1\$aBarros, R.,$eauthor. =700 1\$aLanglois, P.,$eauthor. =700 1\$aLeclerc, AM.,$eauthor. =700 1\$aBriggs, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12040J.htm =LDR 02645nab a2200649 i 4500 =001 JTE10399J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10399J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10399J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1425.S52 =082 04$a677/.21$223 =100 1\$aAjayi, JO.,$eauthor. =245 10$aEffects of Finishing Treatments on Fabric Friction /$cJO. Ajayi, HM. Elder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aSimulation of finishing treatments to knitted and woven cotton fabric substrates causes significant changes in their frictional properties. It is found that the smaller the difference between static and kinetic frictional forces, the smoother the fabric surface. The changes in the amplitude of the stick-slip frictional traces appears to be the best indicator for assessing the effectiveness of finishing treatments on the tactile sensation of smoothness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHandle. =650 \0$aFriction. =650 \0$aAmplitude. =650 \0$aFinishing. =650 \0$aSoftening. =650 \0$aRoughening. =650 \0$aSmoothness. =650 \0$aStick-slip scouring. =650 \0$aMercerization. =650 \0$aLubrication. =650 \0$aTextile chemistry. =650 14$aFinishing. =650 24$aFriction. =650 24$aHandle. =650 24$aAmplitude. =650 24$aSmoothness. =650 24$aStick-slip scouring. =650 24$aMercerization. =650 24$aSoftening. =650 24$aLubrication. =650 24$aRoughening. =700 1\$aElder, HM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10399J.htm =LDR 02559nab a2200517 i 4500 =001 JTE10401J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10401J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10401J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL671.7 =082 04$a629.1341$223 =100 1\$aZhu, YT.,$eauthor. =245 10$aOn the Nonuniform Distributions of Temperature and Thermal Stress in DTA Testing /$cYT. Zhu, JH. Devletian, SJ. Chen, A. Manthiram. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA nonuniform distribution of temperature across the solid specimen during differential thermal analysis (DTA) can cause thermal stress. The effect of such thermal stress and the resulting thermal strain energy on the DTA results is theoretically analyzed. It is found that, for most solid metallic specimens, the temperature nonuniformity in the solid specimen is less than 0.18 °C during normal DTA operation. The thermal stress and thermal strain are usually very small due to the small size of the specimen, and they do not have a substantial effect on the DTA results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTemperature. =650 \0$aThermal stress. =650 \0$aThermal strain. =650 \0$aStrain gages. =650 14$aTemperature. =650 24$aThermal stress. =650 24$aThermal strain. =650 24$aDifferential thermal analysis (DTA) =700 1\$aDevletian, JH.,$eauthor. =700 1\$aChen, SJ.,$eauthor. =700 1\$aManthiram, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10401J.htm =LDR 03429nab a2200589 i 4500 =001 JTE10392J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10392J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10392J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aFoulds, JR.,$eauthor. =245 10$aFracture Toughness by Small Punch Testing /$cJR. Foulds, PJ. Woytowitz, TK. Parnell, CW. Jewett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe small punch test, currently being used to empirically estimate the material fracture appearance transition temperature (FATT) of a range of components in fossil power plant service, has been further developed for direct estimation of KIc and JIc in a manner that is analytical, material-independent, and requires no prior knowledge of material mechanical properties. The procedure follows an approach that is based on the continuum material toughness concept wherein the criterion for fracture is defined and measured via the continuum stress-strain deformation properties of the material. The procedure specifically involves computing the "local" strain energy density accumulated at the location and time of crack initiation in the small punch test specimen using large-strain finite element (FE) analysis. Since the procedure also includes estimation of the material uniaxial tensile stress-strain behavior from the small punch load-displacement curve, both the fracture toughness and the uniaxial tensile behavior are determined from a single test. The procedure has been developed in order to take advantage of the miniature sample removal techniques that can be applied "nondestructively" to operating components. Results are presented on a range of steels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aDisk bend. =650 \0$aFracture toughness. =650 \0$aContinuum toughness. =650 \0$aSmall punch testing. =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aFracture toughness. =650 24$aSmall punch testing. =650 24$aDisk bend. =650 24$aContinuum toughness. =650 24$aSteels. =650 24$aFracture appearance transition temperature (FATT) =700 1\$aWoytowitz, PJ.,$eauthor. =700 1\$aParnell, TK.,$eauthor. =700 1\$aJewett, CW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10392J.htm =LDR 02582nab a2200517 i 4500 =001 JTE10395J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10395J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10395J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP245.N8 =082 04$a546/.683$223 =100 1\$aBolse, W.,$eauthor. =245 10$aIndentation Characterization of Silicon Nitride /$cW. Bolse, SD. Peteves. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aThe hardness of hot-pressed silicon nitride ceramics has been measured over a wide range of applied loads, 0.02 to 300 N, for both Vickers and Knoop indenter geometries. The indentation size effect (ISE) was evident for loads less than about 1 N. The Vickers and Knoop hardness values agree provided they are compared at a given penetration of the respective indenter. The influence of the residual stresses of the ceramic surface on the indentation response in the as-machined, polished, and post-annealed state has been investigated. The results are discussed in relation to the characterization of indentation damage in brittle materials and fracture analysis models. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture toughness. =650 \0$aIndentation response. =650 \0$aSilicon nitride. =650 \0$aCeramics. =650 \0$aMicrohardness. =650 14$aCeramics. =650 24$aSilicon nitride. =650 24$aMicrohardness. =650 24$aIndentation response. =650 24$aFracture toughness. =700 1\$aPeteves, SD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10395J.htm =LDR 03101nab a2200541 i 4500 =001 JTE10393J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10393J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10393J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a620.1/7$223 =100 1\$aShanmugam, P.,$eauthor. =245 10$aDynamic Fracture Toughness (DFT) of Banded HSLA Steels /$cP. Shanmugam, B. Jana, SD. Pathak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aDynamic fracture toughness (DFT) evaluation by instrumented impact analysis has been emerging as a time- and material-conservative technique.The present investigation attempts to assess DFT of a high strength low alloy (HSLA) steel showing alternate layers of ferrite and pearlite in microstructure.The banded microstructure has given rise to an irregular stable crack front which shows spikes and splits.Three approaches to evaluate DFT, namely, premaximum energy, compliance changing rate (CCR), and the low blow test method, have been analyzed and compared to assess applicability in the case of irregular crack front.The curve fitting analysis of data justifies the power law fit to give conservative DFT values.The effects of a/w and impact velocity have been investigated.Attempts have also been made to calculate dynamic CTOD from load-displacement curves.Single specimen CCR technique obviates the need for stable crack growth (?a) measurements and predicts conservative DFT values comparable to DFT values obtained from the low blow test method.Erratum to this paper appears in 23(2) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpikes. =650 \0$aFracture. =650 \0$aLow alloy steel. =650 \0$aBanding. =650 \0$aHigh strength low alloy (HSLA) steel. =650 14$aHigh strength low alloy (HSLA) steel. =650 24$aBanding. =650 24$aFracture. =650 24$aSpikes. =650 24$aDynamic fracture toughness (DFT) JId. =650 24$aDFT methods. =700 1\$aJana, B.,$eauthor. =700 1\$aPathak, SD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10393J.htm =LDR 02951nab a2200541 i 4500 =001 JTE10400J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10400J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10400J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE662 =082 04$a666.893$223 =100 1\$aLi, J.,$eauthor. =245 10$aTwo Parameters Characterizing Superficial Mechanical Features /$cJ. Li, X. Gai, Z. Kang, Z. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aTwo parameters, surface yield strength and surface work hardening exponent, have been newly suggested in this paper to characterize the superficial mechanical features in engineering metallic materials. Emphasis was placed on the method by which the two parameters are determined. X-ray stress determination and strain gage techniques were employed to measure stress and strain. The Mises effective stresses at a sample surface under different loading conditions were then calculated with the measured data; hence, the relationship between stress and strain was available. Consequently, with the data processing procedure for general yield point and work hardening exponent of uniaxially loaded materials, the yield point and work hardening exponent at the sample surface can thereby be obtained. Experimental studies on a shot-peened surface showed satisfactory results when the described method was used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurface yield strength. =650 \0$aMises yielding criterion. =650 \0$aBiaxial stress. =650 \0$aConcrete$xTesting. =650 \0$aEffective stress. =650 14$aBiaxial stress. =650 24$aEffective stress. =650 24$aMises yielding criterion. =650 24$aSurface yield strength. =650 24$aSurface work hardening exponent. =700 1\$aGai, X.,$eauthor. =700 1\$aKang, Z.,$eauthor. =700 1\$aWang, Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10400J.htm =LDR 02933nab a2200541 i 4500 =001 JTE10394J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10394J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10394J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC963.48 =082 04$a155.9/042$223 =100 1\$aRagazzo, C.,$eauthor. =245 12$aA Method for Generating Fatigue Marker Bands Using a Constant Kmax Test Procedure /$cC. Ragazzo, RW. Hertzberg, R. Jaccard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aMarker bands were introduced onto fatigue fracture surfaces by a block loading technique wherein Kmax was held constant while Kmin was varied. Materials examined included Astroloy nickelbase superalloy, 1020 hot-rolled steel. AC112-TL aluminum, and 2024-T3 aluminum. The use of a constant Kmax test procedure allowed ?K to be varied without affecting crack growth rates, thereby providing a convenient method for documenting the shape of a progressing flaw. The nature of contrast differences between marker bands generated at different ?K levels were examined in terms of changes in fracture micromechanisms as well as changes in fracture surface roughness. Results indicate that a micromechanism transition from cleavage-like faceted growth at low ?K to striated growth at intermediate ?K was responsible for the major difference in fracture surface appearance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConstant Kmax. =650 \0$aContrast differences. =650 \0$aFatigue marker bands. =650 \0$aMicromechanism changes. =650 \0$aFatigue. =650 \0$aThermal-mechanical fatigue. =650 \0$aCrack growth. =650 14$aConstant Kmax. =650 24$aFatigue marker bands. =650 24$aMicromechanism changes. =650 24$aContrast differences. =700 1\$aHertzberg, RW.,$eauthor. =700 1\$aJaccard, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10394J.htm =LDR 02812nab a2200709 i 4500 =001 JTE10397J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10397J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10397J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA658.44 =082 04$a624.18341$223 =100 1\$aHsu, TTC,$eauthor. =245 12$aA Universal Panel Tester /$cTTC Hsu, A. Belarbi, X. Pang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA universal panel tester was built at the University of Houston to test reinforced concrete panel elements subjected to any combination of in-plane and out-of-plane forces. The forces are applied by 40 in-plane hydraulic jacks of 250-kip (1120-kN) capacity each and 20 out-of-plane hydraulic jacks of 140-kip (630-kN) capacity. The sophisticated hydraulic system makes it possible to simulate any complex stress condition in a panel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWall. =650 \0$aLoads. =650 \0$aPanel. =650 \0$aShell element. =650 \0$aBiaxial testing. =650 \0$aHydraulic jacks. =650 \0$aData acquisition. =650 \0$aMembrane element. =650 \0$aTriaxial testing. =650 \0$aDeformations (strains) =650 \0$aReinforced concrete. =650 \0$aTest facility. =650 \0$aDeformations. =650 14$aBiaxial testing. =650 24$aData acquisition. =650 24$aDeformations (strains) =650 24$aHydraulic jacks. =650 24$aLoads. =650 24$aMembrane element. =650 24$aPanel. =650 24$aReinforced concrete. =650 24$aShell element. =650 24$aTriaxial testing. =650 24$aTest facility. =650 24$aWall. =700 1\$aBelarbi, A.,$eauthor. =700 1\$aPang, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10397J.htm =LDR 03617nab a2200661 i 4500 =001 JTE10396J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10396J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10396J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQK753.E8 =082 04$a581.1/927$223 =100 1\$avan Ooij, WJ.,$eauthor. =245 10$aMetal Surface Preparation by Plasma-Polymerized Films /$cWJ. van Ooij, A. Sabata, DB. Zeik, CE. Taylor, FJ. Boerio, SJ. Clarson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThin films (<1000 Å thickness) were deposited by polymerization in an RF plasma of hexamethyldisiloxane (HMDS) and ethylene on cold-rolled steel (CRS), electrogalvanized steel (EGS) and on polished pure zinc substrates. Prior to deposition the metals were cleaned in a reactive or nonreactive plasma in the same reactor. The films were characterized by various analytical techniques (FTIR, TOF-SIMS, XPS, and AES) for structure, composition, and metal-polymer interfacial composition. All plasma films appeared to be highly polymerized, crosslinked, and virtually insoluble in organic solvents. The ethylene films also showed a high degree of aromaticity and unsaturation. Both types of films afforded excellent resistance of the metal substrate to corrosion in humidity tests at elevated temperatures. The films were stable in air at temperatures up to at least 175°C. Some films provided corrosion resistance even after severe deformation by deep drawing a 5 cm diameter dome in the panel. The corrosion resistance of the film deposited on zinc substrates was usually better than that of the same films on CRS. Analysis by AES indicated that the film-metal interface compositions for these two metals were different. These differences will be related to the surfaces of the substrates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZinc. =650 \0$aSteel. =650 \0$aCorrosion. =650 \0$aPretreatments. =650 \0$aHexamethyldisiloxane. =650 \0$aPlasma polymerization. =650 \0$aEthylene. =650 \0$aSurface analysis. =650 \0$aThin films. =650 14$aSteel. =650 24$aZinc. =650 24$aPlasma polymerization. =650 24$aEthylene. =650 24$aHexamethyldisiloxane. =650 24$aThin films. =650 24$aSurface analysis. =650 24$aCorrosion. =650 24$aPretreatments. =700 1\$aSabata, A.,$eauthor. =700 1\$aZeik, DB.,$eauthor. =700 1\$aTaylor, CE.,$eauthor. =700 1\$aBoerio, FJ.,$eauthor. =700 1\$aClarson, SJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10396J.htm =LDR 03809nab a2200553 i 4500 =001 JTE10398J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10398J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10398J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP217.N5 =082 04$a661/.24$223 =100 1\$aKain, V.,$eauthor. =245 10$aAssessment of the Corrosion Behavior of SS 304L in Nitric Acid Environments-An Alternative Approach /$cV. Kain, RC. Prasad, PK. De, HS. Gadiyar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aStainless steel (SS) 304L is widely used as a construction material in industries requiring corrosion resistance in nitric acid environments.Representative samples from 20 heats of SS 304L products were subjected to a testing procedure consisting of testing as per the rapid screening test (Practice A) and the Huey test (Practice C) of ASTM A 262, Practices for Detecting Susceptibility to Intergranular Attack in Austenitic Stainless Steels.The presensitization heat treatment of 677°C for 1 h and the modified heat treatment of 677°C for 20 min were used for characterizing the microstructures in Practice A, whereas only the former presensitization heat treatment was used for Practice C.The percent duality after the two heat treatments has been correlated with the corrosion rate obtained in Practice C.A chemical composition based parameter, Cr effective [% Cr - 0.18 (%Ni) - 100 (%C)], was calculated for all the heats and correlated with the percent duality after the two heat treatments as well as the corrosion rate in Practice C.It is observed that the SS 304L heats with Cr effective >14.0 and <50% grain boundary coverage after the modified heat treatment (Practice A) show low corrosion rates in Practice C.This eliminates the need for carrying out the lengthy Practice C of ASTM.Examples of heats of SS 304L are given to show that the modified presensitization heat treatment has better efficiency in screening materials and also exhibited better correlation with the results obtained in the Practice C.Guide rules for selection of SS 304L heats for nitric acid service are also suggested.Erratum to this paper appears in 23(2) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSensitization. =650 \0$aHuey Test (Practice C) =650 \0$aNitric Acid. =650 \0$aIntergranular corrosion. =650 \0$aChemical industries. =650 14$aAustenitic stainless steel. =650 24$aIntergranular corrosion (IGC) =650 24$aSensitization. =650 24$aPresensitization heat treatment. =650 24$aRapid Screening Test (Practice A) =650 24$aHuey Test (Practice C) =700 1\$aPrasad, RC.,$eauthor. =700 1\$aDe, PK.,$eauthor. =700 1\$aGadiyar, HS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10398J.htm =LDR 03516nab a2200493 i 4500 =001 JTE20120132 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120132$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120132$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRM666 =082 04$a546.39224$223 =100 1\$aYang, Yuyou,$eauthor. =245 10$aEffect of Magnesium Sulfate on the Unconfined Compressive Strength of Cement-Treated Soils /$cYuyou Yang, Guihe Wang, Siwei Xie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aCement-treated soil is widely used as highway base, subbase, and roadbed material because there is a widespread source, and it has low cost and high compression strength. However, there are cases where an area using the cement-treated soil may be affected by corrosive ions, such as sulfate ion (SO42-), chloride ion (Cl-), magnesium ion (Mg2+), etc., because of industrial-activity-induced ground contamination, as well as seawater intrusion. In this paper, the effect of magnesium sulfate (MgSO4) on the unconfined compression strength (qu) of cement-treated soil has been investigated experimentally under two conditions: (a) the sample is steeped in MgSO4 solution, and (b) MgSO4 is added into the sample. The main control parameters in this research include cement content (10 %, 15 %, 20 %, and 25 %), concentration of MgSO4 (0.01 mol/l, 0.05 mol/l, and 0.1 mol/l) and curing time (7 days, 14 days, and 28 days). The test results show that the effect of MgSO4 on the qu value is greater when the sample was steeped in MgSO4 solution than by adding MgSO4 into the sample. When the sample was steeped into MgSO4 solution with a concentration of 0.05 mol/l, the qu value was increased, and further increased the concentration-reduced qu value. Also, the test results indicate that qu increased with the increase of cement content. The variation tendencies of the qu value with curing time are different for two different testing conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMagnesium sulfate. =650 \0$aCemented treated soil. =650 \0$aMagnesiumsulfate$xPhysiological effect$xDictionaries. =650 \0$aMagnesiumsulfate$xTherapeutic use. =650 14$aCemented treated soil. =650 24$aUnconfined compressive strength. =650 24$aMagnesium sulfate. =700 1\$aWang, Guihe,$eauthor. =700 1\$aXie, Siwei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120132.htm =LDR 04040nab a2200577 i 4500 =001 JTE20120147 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120147$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120147$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.85$223 =100 1\$aWang, Hainian,$eauthor. =245 10$aAnalysis of the Low-Temperature Rheological Properties of Rubberized Warm Mix Asphalt Binders /$cHainian Wang, Zhengxia Dang, Zhanping You, Peiwen Hao, Xiaoming Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aWarm mix asphalt (WMA) has generated a lot of interest worldwide based on the potential to realize environmental benefits related to lower production temperature and safe disposal of crumb rubber (tires). However, barriers to complete implementation of WMA technology still exist because of the lack of understanding of how different additives affect the performance of crumb rubber modified (CRM) binders. This paper investigates the effects of three WMA additives and crumb rubber concentration on the low-temperature performance of the CRM binders. The WMA additives used in this study were Sasobit, RH, and Advera, and the ambient 40 mesh tire rubber at different concentrations of 10 %, 15 %, 20 %, and 25 % by the weight of asphalt binder were applied in this paper. Burgers model was used to describe the relationship between deformation and time for rubberized WMA binder. The models parameters such as relaxation time, delay time, creep stiffness, m-value and m/S(t)-ratio were applied to evaluate the low-temperature performance of the rubberized WMA binders. Furthermore, the statistical analysis of variance (ANOVA) technique was applied to quantify the effects of different WMA additives and crumb rubber concentrations on the rubberized asphalt binders' low-temperature performance. It was found that Advera could be used to enhance the low-temperature performance by enhancing the stress relaxation, whereas RH and Sasobit did not exhibit this ability, thereby weakening the low-temperature performance of the CRM binders. The crumb rubber concentration could significantly increase the rubberized WMA binders' low-temperature performance by influencing the flexural creep stiffness of the control binders. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDelay time. =650 \0$aBurgers model. =650 \0$aRelaxation time. =650 \0$aCreep stiffness, m-value. =650 \0$aLow-temperature property. =650 \0$aMicromechanics. =650 14$aRubberized warm mix asphalt binder. =650 24$aBurgers model. =650 24$aRelaxation time. =650 24$aDelay time. =650 24$aCreep stiffness, m-value. =650 24$aLow-temperature property. =700 1\$aDang, Zhengxia,$eauthor. =700 1\$aYou, Zhanping,$eauthor. =700 1\$aHao, Peiwen,$eauthor. =700 1\$aHuang, Xiaoming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120147.htm =LDR 03160nab a2200529 i 4500 =001 JTE20120144 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120144$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120144$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aLi, Chang,$eauthor. =245 10$aRelationship between Degree of Anisotropy of Asphalt Concrete and Its Geometrical Parameters /$cChang Li, Da. Ju. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe property of anisotropy is an inherent characteristic of asphalt concrete (AC) and is mainly created by the nonuniform distribution of aggregates. Although there are some previous studies on the subject, a universal anisotropic model is still unavailable. This paper selects an AC type frequently used in China, AC-20, and tries to establish a usable statistic regression relation to predict the degree of anisotropy. Specimens are fabricated and tested. Then regression equations are obtained, and the effects of different geometrical parameters are investigated. It can be concluded that the average long axis angle is more important than deviation from the gravity center. In resilient modulus experiments of this research, the anisotropic degree of AC-20 ranges from 0.78 to 0.85. It comes mainly from the largest granules in aggregates. The AC type that has the smaller nominal maximum particle size will have less anisotropic tendency. As for AC-20, the anisotropy tendency will be neutralized by granules smaller than 13.2 mm, and the most effective granules have sizes between 4.75 mm and 9.5 mm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeometry. =650 \0$aAggregates. =650 \0$aAnisotropy. =650 \0$aAsphalt pavements. =650 \0$aParticle distribution. =650 \0$aPavements,Asphaltconcrete. =650 14$aAsphalt pavements. =650 24$aAnisotropy. =650 24$aAggregates. =650 24$aGeometry. =650 24$aParticle distribution. =700 1\$aJu, Da.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120144.htm =LDR 03415nab a2200541 i 4500 =001 JTE20120136 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120136$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120136$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.E6 =082 04$a668/.374$223 =100 1\$aWei, Jianming,$eauthor. =245 10$aStudy on the Curing Process of Epoxy Asphalt /$cJianming Wei, Yuzhen Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b61 =520 3\$aIn the present study, the curing process of epoxy asphalt was studied using Fourier transform infrared spectroscopy (FTIR) with attenuated total reflectance, fluorescent microscopy morphology, and surface free energy. FTIR was utilized to track the functional group changes in epoxy resin (part A) and asphalt containing a curing agent (part B) at different curing times. It is proposed that the curing agent (hardener) in the asphalt (part B) is a carboxylic acid. The curing process is the reaction between the carboxyl group and the epoxy group through which the ester carbonyl group is formed, whereby carbonyl acid molecules and epoxy molecules are bound together to form a cross-linked network. The fluorescent microscopy morphology analysis indicates that the cross-linked network did not form at the beginning of the reaction. In the cured epoxy asphalt system, the epoxy resin is the continuous phase, and the asphalt constitutes the dispersed phase. The sessile drop method was employed to measure the static contact angle between asphalt binders and three probe liquids. The surface free energies of the epoxy asphalt at different curing times were determined using the Owens-Wendt method. Contact angle and surface free energy measurements indicate that the polarity of epoxy asphalt was reduced and the dispersion part was increased with the extended curing time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt binder. =650 \0$aCuring process. =650 \0$aEpoxy resin. =650 \0$aMorphology. =650 \0$aSurface free energy. =650 \0$aEpoxy resins. =650 14$aEpoxy resin. =650 24$aAsphalt binder. =650 24$aCuring process. =650 24$aFTIR. =650 24$aMorphology. =650 24$aSurface free energy. =700 1\$aZhang, Yuzhen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120136.htm =LDR 03634nab a2200529 i 4500 =001 JTE20120157 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120157$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120157$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH545.R62 =082 04$a388.12$223 =100 1\$aChai, Gary,$eauthor. =245 12$aA Study of the Semi-Perpetual Pavement Performance in Queensland /$cGary Chai, Giles Lewer, Yew-Chaye Loo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis paper presents the characteristics of a long-term pavement performance site constructed with semi-perpetual materials. The design life of a perpetual pavement is normally specified as greater than 40 years. The design requires asphalt overlays at the tenth, 20th, and 30th year for extending the life of the pavement structure. A case study of a semi-perpetual pavement with an application of the stage construction technique will be presented. The study shows that the falling weight deflectometer (FWD) central deflection of the semi-perpetual pavement was reported to be between 230 to 240 microns and the deflection curvature is less than 100 microns. The horizontal tensile strain of the semi-perpetual structure varies from 102 to 187 micro-strains and the vertical compressive strain was analyzed to be between 65 to 98 micro-strains. For the structural overlay at the 30th year of service life would improve the tensile and compressive strains of the structure to the levels which would satisfy the fatigue endurance limit and limiting subgrade strains of that of a perpetual pavement. The non-linearity behaviour of the subgrade material of the semi-perpetual pavement was analyzed by computing the surface modulus using Boussinesq's equation and material constant of subgrade material model. The results obtained from both methods showed that the subgrade material of the semi-perpetual pavement exhibits linear elastic behaviour. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue endurance limit. =650 \0$aSemi-perpetual pavement. =650 \0$aSubgrade material model. =650 \0$aRoads$xDesign and construction$xEnvironmental aspects. =650 \0$aRoads$xEnvironmental aspects. =650 \0$aTransportation and state. =650 14$aSemi-perpetual pavement. =650 24$aFalling weight deflectometer. =650 24$aSubgrade material model. =650 24$aFatigue endurance limit. =700 1\$aLewer, Giles,$eauthor. =700 1\$aLoo, Yew-Chaye,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120157.htm =LDR 03126nab a2200529 i 4500 =001 JTE20120127 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120127$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120127$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD281.P6 =082 04$a620.19204232$223 =100 1\$aPouget, Simon,$eauthor. =245 10$aEffect of Vehicle Speed on the Millau Viaduct Response /$cSimon Pouget, Cédric Sauzéat, Hervé Di Benedetto, François Olard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper deals with the influence of a bituminous mix surfacing on orthotropic deck bridges. These researches are part of a French national project "Orthoplus," which is briefly introduced. The approach to take into account the surfacing and to develop calculation tools is explained. First, the behavior of the different bituminous constituent materials is investigated. A linear viscoelastic modeling is proposed with a rheological model, previously developed at the Civil Engineering and Buildings Dept. ("DGCB") of the University of Lyon/ENTPE. This model is implemented in a Finite Elements code, which enables the simulation of any orthotropic structures. To validate the proposed numerical tool, the highest bridge in the world, the Millau Viaduct (France) is studied. In situ measurements were especially carried out on the Millau Viaduct. Focus is made on comparisons between experimental data and simulations results. Influence of vehicle speed on bridge response is also analyzed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMillau Viaduct. =650 \0$aViscoelasticity. =650 \0$aBituminous materials. =650 \0$aPolymers$xViscosity. =650 14$aOrthotropic steel bridges deck. =650 24$aBituminous materials. =650 24$aViscoelasticity. =650 24$aFEM. =650 24$aMillau Viaduct. =700 1\$aSauzéat, Cédric,$eauthor. =700 1\$aDi Benedetto, Hervé,$eauthor. =700 1\$aOlard, François,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120127.htm =LDR 03326nab a2200517 i 4500 =001 JTE20120150 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120150$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120150$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.85$223 =100 1\$aMa, Tao,$eauthor. =245 10$aAging Behaviour and Mechanism of SBS-Modified Asphalt /$cTao Ma, Xiaoming Huang, Yongli Zhao, Hao Yuan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe aging behaviour and mechanism of styrene-butadiene-styrene (SBS)-modified asphalt has been investigated based on laboratory tests in this study. Rolling thin-film oven (RTFO) test and pressure-aging-vessel (PAV) test were conducted to prepare aged SBS-modified asphalt. Conventional property tests, including penetration, soften point, and ductility, as well as elastic recovery and SHRP property tests, including viscosity, dynamic shear rheometor (DSR) and bending-beam rheometer (BBR) tests, were mainly used to analyse the aging behaviour of SBS-modified asphalt. Then Fourier transform infrared spectroscopy (FTIR) and gel-permeation chromatography (GPC) tests were conducted to capture the aging mechanism of SBS-modified asphalt. The testing results indicated that SBS-modified asphalt has similar aging behaviour as base asphalt but better performance and anti-aging ability because of the existence of the SBS modifier. However, it is still inevitable that SBS-modified asphalt becomes aged because of thermal oxidation. The aging of SBS-modified binder consists of two parts: (i) the oxidative aging of the asphalt components, and (ii) the degradation of the SBS modifier. Because of the protective effect between asphalt and SBS polymer, the aging degrees of asphalt and SBS polymer were lower than those aged independently. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aSBS-modified asphalt. =650 \0$aMicromechanics. =650 14$aSBS-modified asphalt. =650 24$aAging. =650 24$aSHRP. =650 24$aFTIR. =650 24$aGPC. =700 1\$aHuang, Xiaoming,$eauthor. =700 1\$aZhao, Yongli,$eauthor. =700 1\$aYuan, Hao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120150.htm =LDR 02978nab a2200541 i 4500 =001 JTE20120145 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120145$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120145$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a388 s$223 =100 1\$aZhang, Hongbin,$eauthor. =245 10$aStudy of Expressway Axle Load Spectrum Based on Toll Data of Jinghu Expressway /$cHongbin Zhang, Fujian Ni. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aTo describe the pavement load on the expressway, based on toll data, this paper analyzes the time and space distribution of the axle load spectrum for different vehicle types and different axle-wheel types. It studies the distribution of overload rate and overload weight for all kinds of axle-wheel types. It researches the growth rules of traffic volume and axle load. Results show that the axle load spectrum is basically same in the same direction and very different in the different directions on the Jinghu expressway, and axle load distribution of each day is similar to the one of a year. Since the Jinghu expressway was opened to traffic, the overload rate is very high and the rate is similar over the years. During the process of pavement design and maintenance, using the growth rate of traffic volume instead of that of equivalent single axle loads can lead to large errors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOverload. =650 \0$aToll data. =650 \0$aAxle load spectrum. =650 \0$aPavement maintenance. =650 \0$aPavements$xMaintenanceand repair. =650 \0$aLane lines (Roads) =650 \0$aRoadside improvement. =650 14$aToll data. =650 24$aAxle load spectrum. =650 24$aOverload. =650 24$aESAL. =650 24$aPavement maintenance. =700 1\$aNi, Fujian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120145.htm =LDR 03136nab a2200529 i 4500 =001 JTE20120198 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120198$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120198$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9C6 =082 04$a620.118$223 =100 1\$aQuintero, Luz S.,$eauthor. =245 10$aAnalysis of Colombian Bitumen Modified With a Nanocomposite /$cLuz S. Quintero, Luis E. Sanabria. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aNanotechnology is giving to materials science new opportunities to develop even further all engineering materials. This paper details the preparation of a nanocomposite aimed to be used as a bitumen modifier, the modification itself, and evaluation of some rheological properties of the modified asphalts intended to build long life asphalt pavements. The bitumen was modified with a polymer nanocomposite and its conventional material (without nanostructure) at three different compositions, while their rheological behavior was compared with the asphalt conditioned under the same temperature and stirring time than the modified binders. Evaluation of the binders was carried out to the samples as prepared and to their residues after Aging-Rolling Thin Film Oven Test. According to the experimental results, the Colombian bitumen modified with the new polymer nanocomposite could undergo much less mass loss under aging conditions than the bitumen modified with its standard material getting, at the same time, higher mechanical resistance, and less accumulated strain without being stress sensitive at high temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBinder. =650 \0$aAsphalt. =650 \0$aPolymer. =650 \0$aNanocomposite. =650 \0$aComposites$xApplications industrielles. =650 14$aAsphalt. =650 24$aNanocomposite. =650 24$aSBS. =650 24$aPolymer. =650 24$aBinder. =650 24$aMWCNT. =700 1\$aSanabria, Luis E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120198.htm =LDR 02636nab a2200541 i 4500 =001 JTE20120131 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120131$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120131$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aHou, Rui,$eauthor. =245 10$aViscoelastic Performance Analysis of Sulfur-Modified Asphalt Mixture /$cRui Hou, Zhong-yin Guo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aTo understand the viscoelastic performance of sulfur-modified asphalt mixture, the penetration test and dynamic modulus test are used to analyze binder and mixture performance with different sulfur content. These test results show that lower sulfur concentration in the binder will increase asphalt mixture's viscosity and temperature sensitivity. But higher sulfur concentration in the binder will increase asphalt mixture's elasticity and reduce temperature sensitivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic modulus. =650 \0$aRoad engineering. =650 \0$aTemperature sensitivity. =650 \0$aViscoelastic performance. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aRoad engineering. =650 24$aSulfur-modified asphalt mixture. =650 24$aDynamic modulus. =650 24$aTemperature sensitivity. =650 24$aViscoelastic performance. =700 1\$aGuo, Zhong-yin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120131.htm =LDR 03377nab a2200577 i 4500 =001 JTE20120126 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120126$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120126$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aGuan, Yongsheng,$eauthor. =245 12$aA New High Rutting Resistance Asphalt Mixture for Intersection Maintenance under Heavy Traffic /$cYongsheng Guan, Hao Li, Zhixiang Zhang, Xiao-yan Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aIntersections of asphalt pavement are easily destroyed under heavy traffic in spite of several different technologies employed to combat such damage. Traditional high modulus asphalt mixtures were optimized according to the requirement of intersection maintenance. Penetration grade 40/60 base asphalt, an anti-rutting additive, and hard basalt aggregate were used to design a new high rutting resistance asphalt mixture. The air void content, compaction characteristics, water sensitivity, high temperature performance, and low temperature performance were investigated. Laboratory test results show that the new high rutting resistance asphalt mixture has very good high temperature performance and other beneficial characteristics. From the sensitivity analysis of the material composition, it can be deduced that the performance of the new high rutting resistance asphalt mixture is stable. Field tests also show that the new asphalt mixture is suitable for intersection maintenance of asphalt pavement and can be paved in one layer 9 to 14 cm in thickness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aPerformance test. =650 \0$aRutting resistance. =650 \0$aSensitivity analysis. =650 \0$aIntersection maintenance. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aRutting resistance. =650 24$aSensitivity analysis. =650 24$aPerformance test. =650 24$aAsphalt mixture. =650 24$aIntersection maintenance. =700 1\$aLi, Hao,$eauthor. =700 1\$aZhang, Zhixiang,$eauthor. =700 1\$aLi, Xiao-yan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120126.htm =LDR 03667nab a2200541 i 4500 =001 JTE20120162 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120162$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120162$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aDong, Zejiao,$eauthor. =245 10$aRutting Mechanism Analysis of Heavy-duty Asphalt Pavement Based on Pavement Survey, Finite Element Simulation, and Instrumentation /$cZejiao Dong, Yiqiu Tan, Liping Cao, Shenglong Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe vertical strain of an asphalt layer is essentially important when identifying rutting mechanisms or causes in asphalt pavement with a semi-rigid base course, which is a typical pavement structure in China. As a result, three directional strain measurements (longitudinal, transverse, and vertical strain) in the field, together with a pavement rutting survey and finite element simulation, were carried out in order to clarify the causes of rutting happening in Beijing heavy-duty expressways. First, the basic principal of a fiber Bragg grating sensor is explained, followed by the introduction of sensor installation in the field. Then, a three-dimensional finite element pavement model subjected to a non-uniform moving load was established to validate the dynamic response measurement on site. Finally, based on a comprehensive analysis including a pavement condition survey, numerical simulation, and strain measurement, the rutting mechanism of heavy-duty asphalt pavement in Beijing is discussed. The results show that the occurrence of shear deformation within asphalt layers results in the rutting development, in which material weakness, modulus mismatch of asphalt layers, and heavy-duty characteristics play important roles. Optimizing asphalt layers' moduli, i.e., making them match, might make pavement bear the applied loading with integrity, thus averting the occurrence of excessive local strain, i.e., rutting. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFinite element. =650 \0$aRutting mechanism. =650 \0$aPavement instrumentation. =650 \0$aRailroad tracks$xFoundations. =650 \0$aAsphalt pavement. =650 14$aHeavy-duty asphalt pavement. =650 24$aRutting mechanism. =650 24$aPavement instrumentation. =650 24$aPavement condition survey. =650 24$aFinite element. =700 1\$aTan, Yiqiu,$eauthor. =700 1\$aCao, Liping,$eauthor. =700 1\$aLi, Shenglong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120162.htm =LDR 03262nab a2200517 i 4500 =001 JTE20120160 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120160$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120160$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aSun, Lijun,$eauthor. =245 10$aResearch on Design Method for Heavy-Duty Asphalt Pavements and Its Application /$cLijun Sun, Liping Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aPremature damage is currently the main problem with heavy-duty asphalt pavements. In order to decrease such premature damage, it is necessary to develop a new design system meeting the requirements of heavy-duty pavements. Based on considerable field investigations and mechanistic analysis, a five-phase design procedure, including data collection, structural combination design, structural thickness design, material testing and examination, and a final decision, was established. The procedure is a comprehensive design tool employing performance-related structural design consideration and mechanistic-based material design consideration that can link performance analysis, structural design, and material design (tests). After consideration of the extensive pavement performance data collected and subsequent analysis, relevant design equations and design criteria were proposed, including whole life asphalt pavement structural behavior equations, life cycle cost analysis models, field fatigue equations, and a shear-based rutting prediction model. As research progressed, test roads and pilot roads were constructed in ten provinces of China, and the first test road has been used successfully for 15 years. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaterial design. =650 \0$aAsphalt pavements. =650 \0$aStructural design. =650 \0$aHeavy-duty highway. =650 \0$aRailroad tracks$xFoundations. =650 \0$aAsphalt pavement. =650 14$aHeavy-duty highway. =650 24$aAsphalt pavements. =650 24$aStructural design. =650 24$aMaterial design. =700 1\$aLiu, Liping,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120160.htm =LDR 03274nab a2200589 i 4500 =001 JTE20120148 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120148$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120148$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aLiao, G. Y.,$eauthor. =245 12$aA New "Mix-confined" Repeated Load Test for Evaluating Permanent Deformation of Asphalt Mixture /$cG. Y. Liao, J. Y. Xiang, X. M. Huang, Y. W. Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aExisting tests for evaluating the permanent deformation of an asphalt mixture have many problems, such as the fixed confining pressure for repeated load triaxial tests (RLTTs). The main objectives of this paper are to develop a new "mix-confined" test and to compare the accuracy and sensitivity of this test with those of RLTTs. A new mix-confined repeated load test (MCRLT) is developed to measure the permanent deformation of two types of test specimens, including field cores extracted from asphalt pavement and lab-mixed specimens. The accuracy and sensitivity of the MCRLT are compared with those of an RLTT. The results show that during the MCRLT the test specimen can provide some (but not enough) confining pressure itself (so-called mix-confined). MCRLTs have slightly higher accuracy and lower sensitivity than RLTTs. The MCRLT can be a good alternative to the RLTT for evaluating the permanent deformation of asphalt mixtures, especially when there is no RLTT equipment available. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aSensitivity. =650 \0$aMix-confined. =650 \0$aAsphalt mixture. =650 \0$aPermanent deformation. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aTest. =650 24$aMix-confined. =650 24$aPermanent deformation. =650 24$aAsphalt mixture. =650 24$aAccuracy. =650 24$aSensitivity. =700 1\$aXiang, J. Y.,$eauthor. =700 1\$aHuang, X. M.,$eauthor. =700 1\$aYang, Y. W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120148.htm =LDR 03301nab a2200553 i 4500 =001 JTE20120123 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120123$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120123$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aFei, Chen,$eauthor. =245 10$aField Performance Assessment of Porous Asphalt Pavement Under Heavy Traffic on Yan-Tong Expressway in China /$cChen Fei, Zhu Yazhou, Yang Jun, Xu. Gang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aWith their quick drainage, enhanced skid-resistance under wet conditions, noise-reducing effect, and lessened splashing and spraying, porous asphalt pavements are now receiving more and more attention. Since research and application of porous asphalt pavements has just started in China at present, there are no corresponding design and construction specifications. Therefore, it is essential to verify the design through actual field performance monitoring on such pavement as those of the Yan-Tong Expressway. This highway is ideal for such an investigation since it includes a section of porous asphalt surface together with stone mastic asphalt and another type of dense graded surface in the same section. The major parameters of the assessment consist of permeability and skid-resistance that are essential to porous asphalt pavements and rutting depth under heavy traffic. We use a simulation model to predict the rutting depth in the short term. The results show that porous asphalt pavement performs well under the heavy truck traffic volume on the Yan-Tong Expressway. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPermeability. =650 \0$aSkid resistance. =650 \0$aPavement performance. =650 \0$aPorous asphalt pavement. =650 \0$aRutting depth prediction. =650 \0$aRailroad tracks$xFoundations. =650 14$aPorous asphalt pavement. =650 24$aPavement performance. =650 24$aPermeability. =650 24$aSkid resistance. =650 24$aRutting depth prediction. =700 1\$aYazhou, Zhu,$eauthor. =700 1\$aJun, Yang,$eauthor. =700 1\$aGang, Xu.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120123.htm =LDR 04030nab a2200553 i 4500 =001 JTE20120140 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120140$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120140$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.85$223 =100 1\$aMwanza, Aaron D.,$eauthor. =245 10$aEffects of Type and Content of Mineral Fillers on the Consistency Properties of Asphalt Mastic /$cAaron D. Mwanza, Peiwen Hao, Hainian Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAlthough commercial mineral fillers have become mandatory for use in asphalt concrete mixtures by many highway agencies, the consequences of such additives have shown a great effect on the consistency properties of asphalt mastic as compared to the neat asphalt binders. A detailed analysis as to whether neat asphalt binders or asphalt mastic should provide pertinent information for material characterization and construction indices for asphalt mixtures is presented. Laboratory experiments were conducted to investigate the effects of type and content of mineral fillers on the consistency properties of asphalt mastic to the neat asphalt binder designed to meet the JTG F40-2004 specification of China. Three different mineral fillers, namely hydrated lime, pulverized limestone, and Portland cement were separately dry mixed with neat asphalt binder at dust to binder ratios ranging from 0.0 to 1.5 in ratio increments of 0.3 % by weight of asphalt. Analysis of test results shows that asphalt mastic consistency properties are well-defined linear functions of mineral filler content. Hydrated lime mastics showed significant effects on the consistency properties of the neat binder as compared to Portland cement and limestone additives tested at the same mineral filler content. Penetration and ductility of the neat binder showed a linear reduction at increased hydrated lime content estimated at 4.8(0.1 mm) and 8.2 cm per 0.1 % of hydrated lime increment respectively while softening point and apparent viscosity increased at the rate of 4.7°C and 0.1 centipoises per 0.1 % of hydrated lime increment respectively. Asphalt mixtures mixing and compaction temperatures determined from equiviscous lines of 0.17±0.02 Pa.s and 0.280±0.03 Pa.s using hydrated lime mastics show a linear increment of 7.7°C and 7.9°C per 0.1 % increment of hydrated lime respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConsistency. =650 \0$aNeat binder. =650 \0$aSpecification. =650 \0$aAsphalt mastic. =650 \0$aMineral filler. =650 \0$aAsphalt$xMicrostructure. =650 \0$aMicromechanics. =650 14$aMineral filler. =650 24$aAsphalt mastic. =650 24$aConsistency. =650 24$aSpecification. =650 24$aNeat binder. =700 1\$aHao, Peiwen,$eauthor. =700 1\$aWang, Hainian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120140.htm =LDR 03297nab a2200553 i 4500 =001 JTE20120142 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120142$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120142$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aZhao, Yongli,$eauthor. =245 10$aGradation Design of the Aggregate Skeleton in Asphalt Mixture /$cYongli Zhao, Tao Xu, Xiaoming Huang, Zhidong Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aRutting is one of primary distresses in asphalt pavements. The asphalt mixtures with strong aggregate skeleton have a good rutting resistance. The gradation design method of coarse aggregate skeleton and asphalt mixture was studied. A three-dimensional spheroid model was used to analyze the mechanical characteristics of the aggregate skeleton. The aggregate crushing test and the Marshall compact test were conducted to verify the theoretical analysis. The results show that the stability of aggregate skeleton was improved by increasing the number of contact points. And a gradation design model was developed for the coarse aggregate skeleton. 4.75 mm was defined as the dividing size between coarse and fine aggregates. The asphalt content and performance-related volume parameters were introduced into the design method. It ensures the aggregate skeleton formation and the desired performance of asphalt mixtures. The aggregate gradation is very similar to that of SMA, and that the designed asphalt mixture has good high-temperature performance. It is concluded that the proposed design method a have good practical applicability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aDesign method. =650 \0$aAsphalt mixture. =650 \0$aAggregate skeleton. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aAsphalt mixture. =650 24$aAggregate skeleton. =650 24$aRutting. =650 24$aDesign method. =700 1\$aXu, Tao,$eauthor. =700 1\$aHuang, Xiaoming,$eauthor. =700 1\$aLi, Zhidong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120142.htm =LDR 03413nab a2200565 i 4500 =001 JTE20120186 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120186$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120186$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aDong, Yuming,$eauthor. =245 10$aEvaluation of Performance on Crumb-Rubber-Modified Asphalt Mixture /$cYuming Dong, Yiqiu Tan, Liying Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis paper investigates the performance of crumb-rubber-modified (CRM) asphalt mixture. Two different asphalt mixtures containing two types of asphalt binder (#90 original asphalt and CRM asphalt) were used to prepare Marshall specimens and determine optimum asphalt content. Mechanical performances of asphalt mixes were evaluated by the wheel rutting test (WRT) (dynamic stability (DS)), midpoint beam bend test (MBBT), at low temperature, and indirect tensile test (IDT), at the freezing and thawing cycle. Superpave gyratory compactor (SGC) specimens were also prepared for the modulus test. Using the simple performance test (SPT) and universal testing system (UTS), viscoelastic mechanical characteristics were evaluated by static and dynamic modulus tests. Static modulus (E) data were measured by the un-confinement uniaxial compression test according to the specification of China. Moreover, dynamic modulus (E0) data were obtained by SPT. The crumb-rubber content varies from 0, 10 %, 20 %, to 30 % at the static modulus test. Two test temperatures were selected for the dynamic modulus test. The results indicated that the CRM asphalt mixture performs better than the standard asphalt mixture on dynamic behavior, rutting resistance, cracking resistance, and moisture stability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aFatigue. =650 \0$aModulus. =650 \0$aRutting. =650 \0$aCrumb rubber. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aCrumb rubber. =650 24$aAsphalt. =650 24$aRutting. =650 24$aFatigue. =650 24$aModulus. =700 1\$aTan, Yiqiu,$eauthor. =700 1\$aYang, Liying,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120186.htm =LDR 03254nab a2200517 i 4500 =001 JTE20120152 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120152$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120152$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aYouqiang, Pan,$eauthor. =245 10$aResearch on ERS Steel Deck Pavement Techniques /$cPan Youqiang, Zhang Zhixiang, Cao Rongji. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aSteel bridge deck pavement has been considered as a worldwide engineering problem, especially in China. During the past decade, many famous long-span steel bridges have been built in China, for example, Sutong Yangze River Bridge. However, some serious deterioration on the steel bride deck pavement happened when it was opened to traffic because of the heavy traffic and high temperatures. Based on the analysis on the construction problem of steel deck pavement and special traffic and environmental conditions in China, a new kind of steel deck pavement structure, called epoxy-resin-stone (ERS) steel deck pavement, is presented in this paper. It contains three main layers, i.e., epoxy bonding chips layer (EBCL), resin-asphalt mixture (RA05), and stone mastic asphalt (SMA). EBCL is introduced to act as a waterproof, bonding, and slipping proof layer; RA05 is used as an intermediate layer; and SMA is used as a surface functional layer. Test results and engineering practice show that ERS steel deck pavement has excellent performance and good workability. The technique has been applied in more than 10 steel bridges. It is helpful to solve the difficult steel deck pavement problem in China. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel bridge. =650 \0$aBridge deck pavement. =650 \0$aSteel$xMetallography. =650 \0$aSteel$xMetallurgy. =650 14$aSteel bridge. =650 24$aBridge deck pavement. =650 24$aERS. =650 24$aEpoxy bonding chips layer (EBCL) =650 24$aResin- asphalt mixture (RA05) =700 1\$aZhixiang, Zhang,$eauthor. =700 1\$aRongji, Cao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120152.htm =LDR 03040nab a2200529 i 4500 =001 JTE20120158 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120158$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120158$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a380.5 s$223 =100 1\$aGao, Ying,$eauthor. =245 10$aResearch on the Design of AR-AC13S Mixtures /$cYing Gao, Rongji Cao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aLists of requirements for asphalt concrete (AC)-asphalt rubber (AR) mixture designs and construction have been published by many countries. The criteria indicated by other countries needed to be evaluated when AR-AC mixtures were used in China. This study has produced mixture design requirements for AR-AC13S mixtures (AR-AC mixtures with a 13 mm nominal maximum aggregate size and an S-shaped gradation curve) based on laboratory tests and field application in Jiangsu Province, China. The molding method of the mixture specimen, voids in mineral aggregate (VMA), air voids, mineral filler content, and gradation of the mixture are discussed. Recommendations for 5.5 % air voids and 20 % minimum VMA were made. The ratio of mineral filler to AR should be greater than 0.3 for good high temperature stability. The low temperature performance degrades with an increasing ratio of mineral filler to AR. The gradation of AR-AC13S mixture is recommended based on the analysis of VMA, voids in coarse aggregate, and mineral filler content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAR-AC13S. =650 \0$aAsphalt rubber. =650 \0$aMixture design. =650 \0$aGap-graded mixture. =650 \0$aSurface sealers. =650 \0$aSeal coating. =650 \0$aStripping (Pavements) =650 14$aAsphalt rubber. =650 24$aGap-graded mixture. =650 24$aMixture design. =650 24$aAR-AC13S. =700 1\$aCao, Rongji,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120158.htm =LDR 03346nab a2200577 i 4500 =001 JTE20120159 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120159$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120159$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.T62 =082 04$a616.07/575$223 =100 1\$aHu, Chichun,$eauthor. =245 10$aCharacterization of Asphalt Mixture Homogeneity Based on X-ray Computed Tomography /$cChichun Hu, Jack Youtcheff, Duanyi Wang, Xiaoning Zhang, Emin Kutay, Senthilmurugan Thyagarajan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe mechanical performance and life span of asphalt pavement depend largely on the homogeneity of the asphalt mixture. Inhomogeneity of asphalt mixtures is due to the non-uniform segregation of air voids and aggregates in mixtures. In order to evaluate the homogeneity of an asphalt mixture during lab compaction, computed tomography (CT) images of the specimen were obtained based on x-ray CT. The image was virtually cut into slices of various sizes, and the vertical air void distributions and aggregate gradations were quantified. Research results reveal that the air void content in the middle part of the specimen was lower than those on both ends. Also, the homogeneity was better under high compaction levels. The results from aggregate gradations were in good agreement with air void distribution calculations. Therefore, it is feasible to characterize an asphalt mixture's homogeneity based on the air void distributions and aggregate gradations as determined via x-ray CT. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir void. =650 \0$aAsphalt mixture. =650 \0$aAggregate gradation. =650 \0$aHomogeneity evaluation. =650 \0$aMEDICAL$xRadiology & Nuclear Medicine. =650 \0$aTomography, Emission. =650 14$aAsphalt mixture. =650 24$aX-ray computed tomography. =650 24$aAir void. =650 24$aAggregate gradation. =650 24$aHomogeneity evaluation. =700 1\$aYoutcheff, Jack,$eauthor. =700 1\$aWang, Duanyi,$eauthor. =700 1\$aZhang, Xiaoning,$eauthor. =700 1\$aKutay, Emin,$eauthor. =700 1\$aThyagarajan, Senthilmurugan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120159.htm =LDR 03378nab a2200565 i 4500 =001 JTE20120133 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120133$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120133$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aChen, Xianhua,$eauthor. =245 10$aState of the Art of Asphalt Surfacings on Long-spanned Orthotropic Steel Decks in China /$cXianhua Chen, Zhendong Qian, Xueyan Liu, Zhang Lei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aReliable and durable asphalt surfacing systems still are desired for long-spanned orthotropic steel bridges according to national and international reports on distresses in deck pavement. Based on ten-year research works, this paper presents a brief review and discussion of the practices and experiences of deck pavement on long-spanned steel bridges in China, including issues of typical surfacing materials and their properties, main distresses in asphalt surfacing, and the basic characteristics of asphalt surfacing on orthotropic steel bridge decks. It is concluded that the behaviours of deck pavement on orthotropic steel bridge decks under truck loads are complex as a result of geometric and material-dependent nonlinearity, coupling the global dynamic effects of the whole bridge system. More efficient computational techniques are still desirable for coupling global effects with local responses, counting the interfacial effects and interactions, and evaluating the effect of the predominant distress of fatigue cracking and de-bonding on the service life of this type of structure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComposite action. =650 \0$aFatigue cracking. =650 \0$aOrthotropic steel decks. =650 \0$aAsphalt surfacing system. =650 \0$aLong-spanned steel bridge. =650 \0$aSteel$xMetallurgy. =650 14$aLong-spanned steel bridge. =650 24$aOrthotropic steel decks. =650 24$aAsphalt surfacing system. =650 24$aLocal deflection behaviour. =650 24$aComposite action. =650 24$aFatigue cracking. =700 1\$aQian, Zhendong,$eauthor. =700 1\$aLiu, Xueyan,$eauthor. =700 1\$aLei, Zhang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120133.htm =LDR 03125nab a2200529 i 4500 =001 JTE20120129 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120129$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120129$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD680 =082 04$a617.4/7044$223 =100 1\$aXu, Yifeng,$eauthor. =245 10$aInterrelationship between Tire Contact Stress and Longitudinal Construction Joint Layout in Pavement /$cYifeng Xu, Yang Cai, Shuming Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aIn reconstruction and rehabilitation expressway projects, there are a series of longitudinal construction joints between old and new semi-rigid bases. As the weak parts in the whole structure, the longitudinal construction joints have a trend to damage earlier than other parts. In this paper, based on a highway project, the finite element method was used to analyze the effect of longitudinal construction joint layout and bond conditions on mechanical response of semi-rigid base pavement under normal loading and heavy loading. Analysis results showed that maximum stress under heavy loading of 50 % larger than normal loading would increase 20 %. Bond condition was another significantly important factor. Under heavy loading, the bond between old parts and new parts need higher adhesion strength. The longitudinal construction joints should be set as far as possible away from the wheelpath. If its position was 50 cm away from the load, maximum stress in the structure will decrease more than 25 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress. =650 \0$aHeavy loading. =650 \0$aFinite-element analysis. =650 \0$aMusculoskeletal Diseases. =650 \0$aOccupational Diseases. =650 \0$aStress, Mechanical. =650 14$aHeavy loading. =650 24$aLongitudinal construction joint. =650 24$aFinite-element analysis. =650 24$aStress. =700 1\$aCai, Yang,$eauthor. =700 1\$aLi, Shuming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120129.htm =LDR 03558nab a2200541 i 4500 =001 JTE20120125 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120125$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120125$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aSha, Aimin,$eauthor. =245 14$aThe Temperature Measuring and Evaluating Methods Based on Infrared Thermal Image for Asphalt-Pavement Construction /$cAimin Sha, Cheng Zhang, Hao Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aTo investigate the temperature segregation of asphalt mixture and the corresponding influence on construction quality, the infrared thermal imager was used to detect the loading, unloading, and paving temperature of the asphalt mixture, and a pavement-quality indicator (PQI) test was used to work out the density of pavement, and several conclusions were obtained. During the mixture delivery, the inner temperature changes little, whereas the surface temperature decreases greatly. The temperature decrease during the process from the unloading to the paving is mainly caused by the heat convection of the surface mixture. The paving mixture temperature is not consistent and obviously there is variation in features serrated. The maximum temperature of mat occurs toward the end of the paving period for a truckload of mixture, the lowest temperature appears after the beginning of the paving period of the next truckload of mixture, and the process repeats in this way. Transversal temperature segregation is more obvious than the longitudinal one. Compaction degree distribution along the transverse has the same variation tendency with temperature distribution. Finally, the evaluation criteria for asphalt-pavement temperature segregation were proposed based on the percentage of the point numbers with more than 6°C variation of average temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPQI test. =650 \0$aQuality control. =650 \0$aInfrared thermal image. =650 \0$aTemperature segregation. =650 \0$aPavements, Asphalt concrete$xDesign and construction. =650 \0$aBridge design. =650 14$aInfrared thermal image. =650 24$aTemperature segregation. =650 24$aPQI test. =650 24$aQuality control. =650 24$aAsphalt-pavement construction. =700 1\$aZhang, Cheng,$eauthor. =700 1\$aZhou, Hao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120125.htm =LDR 03356nab a2200541 i 4500 =001 JTE20120141 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120141$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120141$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aHuang, Xiaoming,$eauthor. =245 10$aInvestigation into High-Temperature Stability of Asphalt Pavement /$cXiaoming Huang, Tao Xu, Yongli Zhao, Zhidong Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aTo identify potential causes of the unstability problems of asphalt pavement at high temperature, effects of reinforced fiber, asphalt content, and temperature on the stability were analyzed using the wheel tracking test, the triaxial repeated load test (TRT), and partial triaxial test (PTT). The results indicated that Sup19 shows a better rutting resistance and lower permanent deformation than that of AC20, and the polyester fiber has significantly improved the rutting resistance of asphalt mixtures. The asphalt content affects greatly the mixture deformation. PTT method is more sensitive to asphalt content change. High-temperature facilitates to reduce the viscosity of asphalt binder and internal friction between the aggregate particles, resulting in permanent deformation. And most permanent deformation occurs at the first loading cycles because of densification followed by a slight increase in permanent deformation owing to plastic flow. It is concluded that the asphalt content and mixture compaction should be controlled strictly during construction, and fiber can improve the resistance to rutting in pavement, and PTT method can better understand dynamic properties of asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt content. =650 \0$aAsphalt mixture. =650 \0$aReinforced fiber. =650 \0$aPartial triaxial test. =650 \0$aRailroad tracks$xFoundations. =650 14$aAsphalt mixture. =650 24$aHigh-temperature stability. =650 24$aReinforced fiber. =650 24$aAsphalt content. =650 24$aPartial triaxial test. =700 1\$aXu, Tao,$eauthor. =700 1\$aZhao, Yongli,$eauthor. =700 1\$aLi, Zhidong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120141.htm =LDR 03514nab a2200529 i 4500 =001 JTE20120128 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120128$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120128$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aHu, Xudong,$eauthor. =245 10$aPavement Performance of Asphalt Surface Course Containing Reclaimed Asphalt Pavement (RAP) /$cXudong Hu, Yihua Nie, Yu. Feng, Qisen Zheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aReclaimed asphalt pavement (RAP) provides many advantages. The performance of a provincial road with an asphalt surface course containing RAP in Zhejiang, China was evaluated. The surface course was prepared by central plant hot mix recycling and virgin asphalt concrete. An AC-13 was chosen as gradation design in all mixes. The performance of asphalt mixture (containing 0 %, 10 %, 20 %, and 30 % RAP) was evaluated in the laboratory for fatigue resistance condition, moisture susceptibility, high-temperature stability, and low-temperature anti-cracking. Based on the laboratory results, the provincial road was constructed consisting of three sections (corresponding to 0 %, 10 %, and 20 % RAP content) in surface course with a 30-mm depth. The field site has been inspected and observed for 4 years. The field testing included deflection, skid resistance, permeable performance, and evenness evaluations. The laboratory test results show that all the testing indices satisfied the demand of the specifications, except moisture susceptibility and low temperature anti-cracking performance of the recycled asphalt concrete, including 30 % RAP. The inspection data proved that a small percentage of RAP unaffected the surface course performance, but RAP ratios greater than 20 % are not suitable in the mainline for high-volume roadways. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurface course. =650 \0$aPavement performance. =650 \0$aPavements, Asphalt concrete$xDesign and construction. =650 \0$aBridge design. =650 14$aReclaimed asphalt pavement (RAP) =650 24$aRecycled asphalt concrete. =650 24$aCentral hot plant recycling. =650 24$aPavement performance. =650 24$aSurface course. =700 1\$aNie, Yihua,$eauthor. =700 1\$aFeng, Yu.,$eauthor. =700 1\$aZheng, Qisen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120128.htm =LDR 03422nab a2200565 i 4500 =001 JTE20120153 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120153$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120153$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a620.135$223 =100 1\$aGu, Xingyu,$eauthor. =245 10$aLaboratory Test and Numerical Simulation of Bond Performance between Basalt Fiber Reinforced Polymer Rebar and Concrete /$cXingyu Gu, Qiao Dong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aBecause of its high strength and durability, basalt fiber reinforced polymer (BFRP) rebar is a promising alternative to the steel counterpart in reinforced concrete. Using BFRP rebar in continuously reinforced concrete pavement (CRCP) allows one to avoid the rusting of traditional steel bars caused by water that infiltrates through cracks. A sufficient bond between BFRP rebar and concrete is critical in order to apply BFRP rebar in CRCP. This paper investigates the effects of different ribs and anchorage lengths on the bond performance of BFRP rebar and concrete through a series of pull-out tests. The finite element method (FEM) is utilized to simulate the bond between BFRP rebar and concrete. The pull-out test results indicate that the bond strength changes with rib depth and rib spacing. The highest bond strength can be achieved when the rib depth is 10 % of the diameter of the BFRP rebar and the rib spacing is 80 % of the diameter. The bond strength of BFRP rebar with an anchorage length of 10 times the diameter is greater than that of BFRP rebar with an anchorage length of 5 times the diameter. The developed FEM models could provide the same bond-sliding relationship as the results of pull-out tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRib depth. =650 \0$aRib spacing. =650 \0$aBond strength. =650 \0$aPull-out test. =650 \0$aBond-sliding relationship. =650 \0$aCement composites. =650 \0$aPolymer-impregnated cement. =650 \0$aPolymer-impregnated concrete. =650 14$aBFRP. =650 24$aPull-out test. =650 24$aBond strength. =650 24$aRib depth. =650 24$aRib spacing. =650 24$aBond-sliding relationship. =700 1\$aDong, Qiao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120153.htm =LDR 02805nab a2200493 i 4500 =001 JTE20120154 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120154$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120154$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aBian, Fenglan,$eauthor. =245 10$aChoice of Crack Repairing Material for Asphalt Pavement Based on AHP /$cFenglan Bian, Haiquan Cai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aIn the past decades, little attention was paid to the study on evaluation indexes of the performance of asphalt pavement crack repairing materials. In this paper, the indexes of material performance and economic evaluation based on the analysis of requirements for the crack repairing materials and the regulations are proposed. The indexes are subjected to interact, which will lead to inaccurate evaluation on the selection of crack repairing materials. Analytic hierarchy process (AHP) is employed to rank the indexes and select proper crack repairing material according to the evaluation result. The concrete steps of the AHP based model for the selection of asphalt pavement crack repairing materials is given. Finally, a practical example is employed to check the feasibility of this method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt pavement. =650 \0$aPerformance indexes. =650 \0$aCrack repairing material. =650 \0$aRailroad tracks$xFoundations. =650 14$aAsphalt pavement. =650 24$aCrack repairing material. =650 24$aPerformance indexes. =650 24$aAnalytic hierarchy process (AHP) =700 1\$aCai, Haiquan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120154.htm =LDR 03411nab a2200541 i 4500 =001 JTE20120138 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120138$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120138$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aYang, Jun,$eauthor. =245 10$aVirtual Triaxial Test Simulation Based on Discrete Element Method for Shear Resistance Property Assessment of Asphalt Mixtures /$cJun Yang, KeLi Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aIn this paper, the shear resistance of asphalt mixtures, which accounts for the permanent deformation characteristics of flexible pavements to a large extent, is analyzed based on the discrete element (DE) method from a microscopic perspective. This study first considered the processes used to obtain the microscopic parameters for the DE model, which typically simulated an asphalt mixture based on its three components. Then the study employed Burger's model to simulate the rheological behavior of asphalt sand mastics (fine aggregates, fines, and asphalt binder). A random generation algorithm was also developed to generate coarse aggregate elements in the DE model complying with the realistic gradations of asphalt mixtures. So as to more precisely model the rheological characteristics of asphalt sand mastics, the microscopic parameters of Burger's model were calibrated via simulations of uniaxial tests in the DE model. Finally, meaningful conclusions were achieved by analyzing the simulation result and the laboratory result. The simulation result was consistent with the laboratory test result, so the use of the established DE model to evaluate the shear resistance property of asphalt mixtures is feasible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSimulation. =650 \0$aTriaxial test. =650 \0$aPermanent deformation. =650 \0$aDiscrete element method. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aDiscrete element method. =650 24$aSimulation. =650 24$aTriaxial test. =650 24$aPermanent deformation. =650 24$aShear resistance property. =700 1\$aWang, KeLi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120138.htm =LDR 03794nab a2200565 i 4500 =001 JTE20120187 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120187$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120187$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC377 =082 04$a616.8/34$223 =100 1\$aHaritonovs, Viktors,$eauthor. =245 10$aPerformance Characterization of Bituminous Mixtures With Dolomite Sand Waste and BOF Steel Slag /$cViktors Haritonovs, Martins Zaumanis, Guntis Brencis, Juris Smirnovs. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe rapid growth of transport load in Latvia increases the demands for asphalt carrying capacity on large motorways. The limestone and sandstone that can be found in Latvia lack the mechanical strength and, for most of the large motorways, the aggregates are imported from other countries causing increase of the costs and growth of emissions from transportation. On the other hand, large amounts of basic oxygen furnace (BOF) steel slag aggregates with good qualities are being produced in Latvia and put to waste. During recent decades, the dolomite sand waste has been accumulating and its quantity has reached a million tons and is rapidly increasing. This huge quantity of technological waste needs to be recycled with maximum efficiency. The lack of experience on the use of steel slag and sand waste requires an accelerated evaluation of the asphalt performance-based characteristics. This paper presents the testing results of different combinations of steel slag, dolomite sand waste, and local limestone aggregates that were proportioned to develop a mixture that would satisfy the requirements of permanent deformation and fatigue. Analysis of the results showed that mixes with steel slag and local limestone in coarse portion and dolomite sand waste in sand and filler portions had high resistance to plastic deformations and good resistance to fatigue failure. These mixes can fully satisfy and, in some cases, significantly overcome the requirements of local asphalt specifications for highly loaded motorways. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aSteel slag. =650 \0$aAsphalt mixture. =650 \0$aDolomite sand waste. =650 \0$aPermanent deformation. =650 \0$aMultiple sclerosis. =650 \0$aMultiple sclerosis$xExercise therapy. =650 14$aSteel slag. =650 24$aDolomite sand waste. =650 24$aAsphalt mixture. =650 24$aPermanent deformation. =650 24$aFatigue. =700 1\$aZaumanis, Martins,$eauthor. =700 1\$aBrencis, Guntis,$eauthor. =700 1\$aSmirnovs, Juris,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120187.htm =LDR 02460nab a2200517 i 4500 =001 JTE11076J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11076J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11076J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF1416 =082 04$a658.8/48$223 =100 1\$aGoddard, MJ.,$eauthor. =245 10$aComplementary Statistical Methodology for Precision and Bias Determination of Test Methods from Collaborative Studies on Analysis of Solutes in Water Cited in ASTM Standard Practice D 2777-86 /$cMJ. Goddard, M. Malaiyandi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aASTM Standard Practice D 2777-86 provides simplified numerical methods for the statistical analysis of collaborative tests of chemical assays. Herein, we discuss the critical assumptions underlying the statistical methods in the standard practice. Further statistical analyses are discussed to indicate additional information which may be obtained through a more rigorous statistical treatment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrecision. =650 \0$aWater quality. =650 \0$aQuality assurance. =650 \0$aQualityassurance$xStandards. =650 \0$aQualitycontrol$xStandards. =650 \0$aExport marketing. =650 14$aQuality assurance. =650 24$aBias. =650 24$aPrecision. =650 24$aWater quality. =700 1\$aMalaiyandi, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11076J.htm =LDR 01759nab a2200469 i 4500 =001 JTE11085J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11085J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11085J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQM549 =082 04$a612/.98$223 =100 1\$aHicks, JF.,$eauthor. =245 10$aFitting a Population of Feet /$cJF. Hicks. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aResults of foot surveys of men's, women's, and children's feet are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShoe fit. =650 \0$aShoe size. =650 \0$aFeet. =650 \0$aFoot. =650 14$aShoe fit. =650 24$aShoe size. =650 24$aFeet. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11085J.htm =LDR 02486nab a2200493 i 4500 =001 JTE11080J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11080J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11080J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC100 =082 04$a602/.18$223 =100 1\$aBarbato, G.,$eauthor. =245 10$aMeasurement of the Spherical Tip of Rockwell Indenters /$cG. Barbato, S. Desogus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aRecent international comparisons of primary standards of Rockwell C hardness showed that the indenter shape is largely responsible for differences in measurement results. Measurements, especially of spherical-tip shape, made by means of high-magnification (500 x) profile projectors proved to be affected by an uncertainty that also depended on the operator. In connection with such problems, a measurement system using a rotating table centered by means of an air bearing was developed together with a method for result analysis so as to allow the evaluations required by ASTM and ISO standards to be made quickly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDiamond indenter. =650 \0$aRockwell hardness. =650 \0$aRoundness measurement. =650 \0$aRockwellhardness. =650 \0$aMetals$xTesting. =650 14$aRockwell hardness. =650 24$aDiamond indenter. =650 24$aRoundness measurement. =700 1\$aDesogus, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11080J.htm =LDR 02696nab a2200565 i 4500 =001 JTE11087J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11087J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11087J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9868 =082 04$a338.4/7677/00994$223 =100 1\$aRobbins, SE.,$eauthor. =245 10$aSensory Attenuation Induced by Modern Athletic Footwear /$cSE. Robbins, A. Hanna, LA. Jones. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aDisorders that impair sensory perception can cause serious injury. It has been proposed that many running-related injuries may result from wearing athletic footwear which induces changes in the perception of loads encountered during running. To test this hypothesis a psychophysical investigation was performed in which subjects were required to give numerical estimates of the perceived magnitude of a load experienced on the plantar surface. The loads were applied to the flexed knee, and the foot was supported on one of three different weight-bearing surfaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLocomotion. =650 \0$aNeuropathic injury. =650 \0$aProtective footwear. =650 \0$aBiomechanics of running. =650 \0$aRunning-related injuries. =650 \0$aFootwearindustry. =650 \0$aInternational economic relations. =650 \0$aTextile industry. =650 14$aProtective footwear. =650 24$aRunning-related injuries. =650 24$aBiomechanics of running. =650 24$aLocomotion. =650 24$aNeuropathic injury. =700 1\$aHanna, A.,$eauthor. =700 1\$aJones, LA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11087J.htm =LDR 02344nab a2200517 i 4500 =001 JTE11086J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11086J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11086J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD757.S45 =082 04$a617.1027$223 =100 1\$aBunch, RP.,$eauthor. =245 10$aFoot Measurement Strategies for Fitting Athletes /$cRP. Bunch. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aLast development in the shoe industry has historically been a craft practiced by skilled artisans. Although satisfactory fit has been established over the years for the general population, it is very difficult, if not impossible, to evaluate if the fit is "optimal" for a specific group of athletes. Two development projects, supported by case studies, are reported which demonstrate improvements in the traditional approach to last design, and the resulting fit for shoes built on the lasts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLasts. =650 \0$aFit tests. =650 \0$aAthletic shoes. =650 \0$aFoot measurement. =650 \0$aAthleticshoes. =650 \0$aFoot. =650 \0$aHealth aspects. =650 14$aFoot measurement. =650 24$aLasts. =650 24$aFit tests. =650 24$aAthletic shoes. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11086J.htm =LDR 03206nab a2200577 i 4500 =001 JTE11081J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11081J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11081J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.11$223 =100 1\$aDu Quesnay, DL.,$eauthor. =245 13$aAn Analysis of Notch-Size Effects at the Fatigue Limit /$cDL. Du Quesnay, MT. Yu, TH. Topper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aThis investigation examines the variation of the fatigue notch factor with notch size for sharp and blunt notches. Analytical expressions are developed to predict the fatigue notch factor for sharp notches based on short crack fracture mechanics and for blunt notches based on Neuber's rule. Experimental evidence to support these expressions is provided together with fatigue notch factors for circularly center-notched plate specimens of 2024-T351 aluminum and SAE 1045 steel. The notch diameters were varied from 0.24 to 5.0 mm. The specimens were tested in laboratory air under uniaxial constant-amplitude loading at load ratios of R = -1 and R = 0. Further experimental evidence to support the analysis is provided by data from the literature for two low carbon steels and a copper. At the fatigue limit, the fatigue notch factor increases with notch size for sharp notches. However, a notch-size effect does not occur for blunt notches. The observed notch-size effects from this and other investigations are in good agreement with the analytical expressions that are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch. =650 \0$aShort crack. =650 \0$aFatigue (metals) =650 \0$aNotch-size effect. =650 \0$aFatigue notch factor. =650 \0$aNonpropagating crack. =650 \0$aMetals$xFatigue. =650 \0$aMetals$xEffect of high temperatures on. =650 14$aFatigue (metals) =650 24$aFatigue notch factor. =650 24$aNonpropagating crack. =650 24$aNotch. =650 24$aNotch-size effect. =650 24$aShort crack. =700 1\$aYu, MT.,$eauthor. =700 1\$aTopper, TH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11081J.htm =LDR 02501nab a2200553 i 4500 =001 JTE11077J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11077J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11077J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1081 =082 04$a621.312134$223 =100 1\$aFutamata, M.,$eauthor. =245 10$aSimple Measuring System for Electrical Energy Consumed by Auxiliaries for Advanced Batteries /$cM. Futamata, S. Takahashi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aWe have constructed a new measuring system of electrical energy for widely varying load current between 0.5 and 100 A using a controller for the current transformers (CT), a personal computer, and wattmeters. This system possesses special characteristics as a controller circuit of the CT. When the load current changes greatly, the most appropriate first terminal of the CT is instantaneously selected by the controller to provide an accurate measurement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aEfficiency. =650 \0$aMeasurement. =650 \0$aMicrocomputers. =650 \0$aSecondary battery. =650 \0$aelectricalenergy. =650 \0$awater currents. =650 \0$aElectric power production. =650 14$aMicrocomputers. =650 24$aAccuracy. =650 24$aMeasurement. =650 24$aSecondary battery. =650 24$aEfficiency. =700 1\$aTakahashi, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11077J.htm =LDR 02294nab a2200565 i 4500 =001 JTE11089J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11089J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11089J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS989 =082 04$a338.476853$223 =100 1\$aCollazzo, C.,$eauthor. =245 12$aA 1986-1987 Study of Consumer Problems in Shopping for Footwear, with Emphasis on Size and Fit /$cC. Collazzo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA study was conducted to determine the cost in time, money, frustration, and health to consumers because of failure to obtain proper size, fit, style, price, or quality of footwear. Consumer frequency of footwear shopping was also examined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShoe fit. =650 \0$aShoe size. =650 \0$aFootwear fit. =650 \0$aFootwear size. =650 \0$aShopping costs. =650 \0$aShopping frequency. =650 \0$aFootwear. =650 \0$aFootwear$vPeriodicals. =650 14$aFootwear size. =650 24$aFootwear fit. =650 24$aConsumer shopping problems. =650 24$aShoe size. =650 24$aShoe fit. =650 24$aShopping costs. =650 24$aShopping frequency. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11089J.htm =LDR 01992nab a2200421 i 4500 =001 JTE11083J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11083J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11083J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGT2130 =082 04$a391.4/1303$223 =100 1\$aTrott, AW.,$eauthor. =245 10$aIntroduction to Symposium on the Fitting of Footwear /$cAW. Trott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$a[The Symposium on the Fitting of Footwear, held 27 April 1987 in Cincinnati, Ohio, was sponsored by ASTM Committee F-13 on Safety and Traction for Footwear.Arthur Trott and B.Everett Gray served as chairmen.Six papers from the symposium are presented in this issue of Journal of Testing and Evaluation; Mr.Trott has provided a brief Introduction.-Editor]. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFootwear. =650 \0$aFootwearindustry. =650 \0$aShoes$xSocial aspects. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11083J.htm =LDR 02419nab a2200577 i 4500 =001 JTE11079J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11079J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11079J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aMurphy, JF.,$eauthor. =245 10$aMode II Wood Test Specimen :$bBeam with Center Slit /$cJF. Murphy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA test specimen and equation are demonstrated to measure critical Mode II stress-intensity factor KIIc for wood. Knowledge of this critical material property is necessary for predicting crack propagation loads and, specifically, split propagation loads in split wood beams. Results for the specimen with two different notches reveal a difference in coefficient of variation of KIIc of a factor of two. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aCracks. =650 \0$aSplits. =650 \0$aMode II. =650 \0$aSliding shear fracture. =650 \0$aStress-intensity factor. =650 \0$aFracture mechanics. =650 \0$aStructural dynamics. =650 14$aStress-intensity factor. =650 24$aMode II. =650 24$aKII. =650 24$aFracture mechanics. =650 24$aSliding shear fracture. =650 24$aCracks. =650 24$aSplits. =650 24$aWood. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11079J.htm =LDR 03102nab a2200529 i 4500 =001 JTE11088J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11088J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11088J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGT2130 =082 04$a391.4/1303$223 =100 1\$aStaros, A.,$eauthor. =245 10$aCustom Footwear :$bThe Role of Computer-Aided Engineering /$cA. Staros, RS. Schwartz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aWe propose that research be performed to specify the computer-aided engineering required in custom footwear production. Presently, custom shoes for orthopedic conditions and for very active athletes must be derived from casts representing foot topography or wood lasts which must be modified by hand to represent the essential biomechanical features. Three-dimensional (3-D) imaging technology should be accessed for application to this problem. In replacing the cast and last skill-based techniques, the proposed system would record surface and underlying bony topographies for display and operator modifications made interactively on the computer screen. Software, like the operator intervention, would introduce biomechanical requirements of pathology or of special service demands, as in sports. Pressure mapping can also be introduced to display how shape modifications affect the critical force (shear) patterns on the foot. Stages are proposed in the development of a complete system for the provision of custom footwear, making such footwear accessible to an increased proportion of the nation's population. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBiomechanics. =650 \0$aCustom footwear. =650 \0$aFootwear. =650 \0$aFootwearindustry. =650 \0$aShoes$xSocial aspects. =650 14$aFootwear. =650 24$aCustom footwear. =650 24$aComputer-aided design (CAD) =650 24$aComputer-aided manufacturing (CAM) =650 24$aThree-dimensional imaging. =650 24$aBiomechanics. =700 1\$aSchwartz, RS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11088J.htm =LDR 03149nab a2200565 i 4500 =001 JTE11082J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11082J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11082J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413 =082 04$a620.12$223 =100 1\$aArora, PR.,$eauthor. =245 10$aPrediction of Specimen Strain from Extensometer Deflection Measurements in a Direct Stress Fatigue Test Specimen under Static Tensile Loading /$cPR. Arora, MR. Raghavan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThe displacement between the ridges situated outside the filleted test section of an axially loaded unnotched specimen is computed from the axial load and shape of the specimen and compared with extensometer deflection data obtained from experiments. The effect of prestrain on the extensometer deflection versus specimen strain curve has been studied experimentally and analytically. An analytical study shows that an increase in the slope of the stress-strain curve in the inelastic region increases the slope of the corresponding computed extensometer deflection versus specimen strain curve. A mathematical model has been developed which uses a modified length ¯lef in place of the actual length of the uniform diameter test section of the specimen. This model predicts the extensometer deflection within 5% of the corresponding experimental value. This method has been successfully used by the authors to evolve an iterative procedure for predicting the cyclic specimen strain in axial fatigue tests on unnotched specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRidges. =650 \0$aCalibration. =650 \0$aTest section. =650 \0$aSpecimen strain. =650 \0$aTensile prestrain. =650 \0$aExtensometer deflection. =650 \0$aExtensometer. =650 \0$aStrain gages. =650 14$aSpecimen strain. =650 24$aRidges. =650 24$aTest section. =650 24$aExtensometer deflection. =650 24$aTensile prestrain. =650 24$aCalibration. =700 1\$aRaghavan, MR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11082J.htm =LDR 02481nab a2200589 i 4500 =001 JTE11078J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11078J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11078J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aSousa, J.,$eauthor. =245 10$aDynamic Properties of Asphalt Concrete /$cJ. Sousa, CL. Monismith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis paper describes equipment developed to determine the dynamic properties of paving materials in axial and torsional loading. Dynamic properties were determined by the excitation of hollow cylindrical specimens using two independent sinusoidal loads with frequencies up to 30 Hz. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt concrete. =650 \0$aInternal damping. =650 \0$aResilient modulus. =650 \0$aDynamic shear modulus. =650 \0$aDynamic elastic modulus. =650 \0$aDynamic Poisson's ratio. =650 \0$asphaltconcrete. =650 \0$aPavements,Asphaltconcrete. =650 14$aAsphalt concrete. =650 24$aDynamic elastic modulus. =650 24$aDynamic shear modulus. =650 24$aInternal damping. =650 24$aDynamic Poisson's ratio. =650 24$aHollow cylindrical specimen. =650 24$aResilient modulus. =650 24$aComputer-controlled test equipment. =700 1\$aMonismith, CL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11078J.htm =LDR 02157nab a2200469 i 4500 =001 JTE11084J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11084J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11084J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQM549 =082 04$a612/.98$223 =100 1\$aRossi, WA.,$eauthor. =245 14$aThe Futile Search for the Perfect Shoe Fit /$cWA. Rossi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aThe common assumption that perfect or correct shoe fit can be expected if the shoe and fitting are proper is untenable for a variety of reasons. For instance, no two feet of a pair are exactly alike, inevitably resulting in some degree of shoe misfit. Also, the foot assumes four different sizes and shapes under different conditions: at rest, on weight-bearing, in gait, and under thermal variations, yet all must comply to a shoe of only one size and shape. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShoe fit. =650 \0$aShoe size. =650 \0$aFeet. =650 \0$aFoot. =650 14$aShoe fit. =650 24$aShoe size. =650 24$aFeet. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11084J.htm =LDR 02749nab a2200505 i 4500 =001 JTE11843J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11843J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11843J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aCC79.E85 =082 04$a930.1$223 =100 1\$aCios, KJ.,$eauthor. =245 10$aRadial Basis Function Network Learns Ceramic Processing and Predicts Related Strength and Density /$cKJ. Cios, GY. Baaklini, A. Vary, RE. Tjia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aRadial basis function (RBF) neural networks were trained using the data from 273 Si3N4 modulus of rupture (MOR) bars that were tested at room temperature and 135 MOR bars that were tested at 1370°C. Milling time, sintering time, and sintering gas pressure were the processing parameters used as the input features. Flexural strength and density were the outputs by which the RBF networks were assessed. The "nodes at data points" method was used to set the hidden layer centers and output layer training used the gradient descent method. The RBF network predicted strength with an average error of less than 12% and density with an average error of less than 2%. Further, the RBF network demonstrated a potential for optimizing and accelerating the development and processing of emerging ceramic materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramics. =650 \0$aNeural networks. =650 \0$aSilicon nitride. =650 \0$aCeramics$vAnalysis. =650 14$aCeramics. =650 24$aNeural networks. =650 24$aSilicon nitride. =700 1\$aBaaklini, GY.,$eauthor. =700 1\$aVary, A.,$eauthor. =700 1\$aTjia, RE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11843J.htm =LDR 03494nab a2200625 i 4500 =001 JTE11846J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11846J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11846J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aTrindade, AC.,$eauthor. =245 10$aEstimation of Young's Modulus and of Hardness by Ultra-Low Load Hardness Tests with a Vickers Indenter /$cAC. Trindade, A. Cavaleiro, JV. Fernandes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe evaluation of the elastic-plastic properties of a material by using an ultra-low load hardness test requires a geometrical calibration that must take into account the imperfect form of the diamond indenter. In the present work, the Vickers indenter offset of the microindentation equipment was estimated using differently heat-treated steel samples. To this end, the dimensions of the indentations have been evaluated by two different methods: optical measurement of the diagonals and direct measurement of the penetration depth during the test. The elastic-plastic properties are then calculated from the analysis of the penetration depth/indentation load curves. The Young's modulus values determined for the different high-speed steel samples were very similar and close to the literature value for steel if the appropriate corrections are performed. The hardness values decrease when the determination procedure includes the geometrical correction of the indenter offset, and still further when using the total correction obtained by means of optical measurements of the indenter diagonal. Variation of the hardness values with the applied load is much less when the corrections are carried out. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOffset. =650 \0$aUnloading. =650 \0$aExtruded lip. =650 \0$aDiagonal length. =650 \0$aVickers hardness. =650 \0$aIndentation depth. =650 \0$aUltra-low load hardness. =650 \0$aYoung's modulus. =650 \0$aElastic properties. =650 \0$aMathematical physics. =650 14$aVickers hardness. =650 24$aUltra-low load hardness. =650 24$aUnloading. =650 24$aIndentation depth. =650 24$aDiagonal length. =650 24$aExtruded lip. =650 24$aOffset. =650 24$aYoung's modulus. =700 1\$aCavaleiro, A.,$eauthor. =700 1\$aFernandes, JV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11846J.htm =LDR 03008nab a2200505 i 4500 =001 JTE11848J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11848J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11848J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aModeling Wood in Transverse Compression /$cPJ. Pellicane, J. Bodig, AL. Mrema. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA plane-stress, Finite element model has been developed to predict the stress distribution in wood members subject to perpendicular-to-grain compression. This model exploits linearstrain, isoparametric triangular elements used in sufficient number to achieve a convergent solution. Model verification was achieved through comparison of numerically obtained deformation predictions with corresponding experimental data obtained from actual test specimens. Twenty-seven specimens were instrumented to determine their deformations at numerous locations. Test materials were sampled from three logs (two eagelemann spruce, one western hemlock). Specimens were fabricated with three widely different orthotropic ratios, three geometries (length/depth ratios), and three loading geometries (uniformly distributed load across the estire length, one-half length, and one-quarter length). In total, 377 experimental measurements on 27 specimens were compared to finite element predictions. The results showed that on average the model predicted local deformation to within 5%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aExperimental verification. =650 \0$aFinite element method. =650 \0$aTECHNOLOGY & ENGINEERING$xStructural. =650 14$aCompression parpendicular-to-grain. =650 24$aFinite element method. =650 24$aWood. =650 24$aExperimental verification. =700 1\$aBodig, J.,$eauthor. =700 1\$aMrema, AL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11848J.htm =LDR 02872nab a2200505 i 4500 =001 JTE11842J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11842J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11842J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE33.2.S82 =082 04$a551.072$223 =100 1\$aRodríguez, J.,$eauthor. =245 10$aNumerical Assessment of the Dynamic Tension Test Using the Split Hopkinson Bar /$cJ. Rodríguez, C. Navarro, V. Sánchez-Gálvez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aAn experimental and numerical analysis of tension tests in the Hopkinson bar is made to assess the suitability of this method to characterize materials in tensile conditions at strain rates about 1000/s. The stress and strain fields that appear in the specimen are analyzed by the finite element method. This mathematical simulation of the test allows a check of the hypotheses normally used in obtaining results: equilibrium situation and uniform strain distribution in the specimen. The simulation process also provides some criteria to design the experimental setup and the specimen geometry for the best agreement with the ideal situation. Finally, because of the usual assumption regarding the uniformity of the strain distribution in the specimen may not be valid, some corrections are suggested to obtain reliable material properties from direct test results in different situations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic tests. =650 \0$aHopkinson bar. =650 \0$aNumerical modeling. =650 \0$aNumerical and Computational Methods. =650 \0$aSimulation and Modeling. =650 14$aDynamic tests. =650 24$aHopkinson bar. =650 24$aNumerical modeling. =700 1\$aNavarro, C.,$eauthor. =700 1\$aSánchez-Gálvez, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11842J.htm =LDR 03011nab a2200613 i 4500 =001 JTE11844J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11844J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11844J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aLarralde, J.,$eauthor. =245 10$aBond Tests of Fiberglass-Reinforced Plastic Bars in Concrete /$cJ. Larralde, R. Silva-Rodriguez, J. Burdette, B. Harris. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aFiberglass Reinforced Plastic (FRP) bars for concrete reinforcement have been commercially available for several years. The main advantage of such bar relative to the conventional steel reinforcing bars is their resistance to corrosion. The reinforced plastic bars are slightly different from the conventional steel bars both geometrically and mechanically. Thus, research is needed to understand their behavior and to be able to use them in concrete reinforcement with adequate reliability. Bond strength of reinforced plastic bars in concrete is one of the mechanical and behavioral differences with the steel bars. This paper presents the results of pullout and beam tests conducted to determine the bond stress-slip behavior of FRP bars in concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBond test. =650 \0$aPullout test. =650 \0$aBond strength. =650 \0$aReinforced plastics. =650 \0$aReinforced composites. =650 \0$aConcrete reinforcement. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aReinforced composites. =650 24$aFiberglass reinforced plastics. =650 24$aConcrete reinforcement. =650 24$aBond strength. =650 24$aReinforced plastics. =650 24$aPullout test. =650 24$aSlip. =650 24$aBond test. =700 1\$aSilva-Rodriguez, R.,$eauthor. =700 1\$aBurdette, J.,$eauthor. =700 1\$aHarris, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11844J.htm =LDR 03179nab a2200541 i 4500 =001 JTE11847J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11847J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11847J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aSalawu, OS.,$eauthor. =245 13$aAn Excitation System for Dynamic Testing of Large Structures /$cOS. Salawu, C. Williams. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe service behavior and real performance of engineering materials and systems are best evaluated using data obtained from prototype or full-scale testing, or both. For large engineering structures composed of materials such as concrete, with variable properties, data from such tests are invaluable. Full-scale forced vibration testing is a useful tool for obtaining information on the condition of structural systems. As compared to ambient vibration testing, forced vibration testing can provide more accurate estimates of damping capacity and yield data from which better system identification of structural parameters is possible. However, full-scale forced vibration field testing is much more difficult to achieve when compared with laboratory tests on prototypes. The (large) size of the structure usually means special excitation systems are required. The development and performance characteristics of such an excitation system is described in the article. The system consists of an hydraulic actuator, mounted within a purpose built frame, two pumps, an electronic control unit, and a personal computer. It can be used to induce vertical excitation of highway bridges, long-span floor slabs, and similar structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExciters. =650 \0$aVibration. =650 \0$aVibrators. =650 \0$aDynamic testing. =650 \0$aFull-scale testing. =650 \0$aSound. =650 \0$aStructural dynamics. =650 14$aVibrators. =650 24$aExciters. =650 24$aDynamic testing. =650 24$aFull-scale testing. =650 24$aVibration. =700 1\$aWilliams, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11847J.htm =LDR 03017nab a2200601 i 4500 =001 JTE11839J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11839J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11839J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aKobayashi, T.,$eauthor. =245 10$aDeducing Crack History in an Aged Boiler Tube from Fracture Surface Topography /$cT. Kobayashi, DA. Shockey, G. Ogundele, DD. McNabb, D. Sidey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA new fractographic technique, FRActure Surface Topography Analysis (FRASTA), was applied to a crack in a boiler tube of a fossil-fired power plant in an attempt to determine when in its 22-year service history the crack initiated and the rate at which it grew. By comparing the topographies of the conjugate crack surfaces, we estimated that the crack nucleated about 68 000 h after onset of service and experienced several periods of accelerated and decelerated growth with rates ranging from 5 x 10 to 9.5 x 10 mm/h. These findings correlated roughly with chemical cleanings and startup/shutdown cycles. A similar analysis of a corrosion fatigue specimen tested under controlled conditions in the laboratory provided results consistent with measured values. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBoiler tubes. =650 \0$aFractography. =650 \0$aAging systems. =650 \0$aCrack history. =650 \0$aCrack growth rate. =650 \0$aCrack initiation time. =650 \0$aFracture mechanics. =650 14$aFRActure Surface Topography Analysis (FRASTA) =650 24$aFractography. =650 24$aAging systems. =650 24$aBoiler tubes. =650 24$aCrack history. =650 24$aCrack initiation time. =650 24$aCrack growth rate. =700 1\$aShockey, DA.,$eauthor. =700 1\$aOgundele, G.,$eauthor. =700 1\$aMcNabb, DD.,$eauthor. =700 1\$aSidey, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11839J.htm =LDR 02785nab a2200589 i 4500 =001 JTE11849J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11849J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11849J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aBehavior of Wood in Transverse Compression /$cPJ. Pellicane, J. Bodig, AL. Mrema. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA finite element analysis program exists to evaluate the stress distribution in wood members subjected to perpendicular-to-grain (transverse) compression.In this study, the program was used to perform parameter studies to evaluate the effects of key variables on the distribution of stresses and the maximum stress concentrations in wood subjected to transverse compression.These variables included: specimen geometry (length/depth), loading geometry (loaded length/specimen length), and material properties (ratio of moduli of elasticity of the wood in the direction of loading/perpendicular to loading) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aLoading geometry. =650 \0$aSpecimen geometry. =650 \0$aOrthotropic ratios. =650 \0$aFinite element model. =650 \0$aSensitivity analysis. =650 \0$aFinite element method. =650 \0$aTECHNOLOGY & ENGINEERING$xStructural. =650 14$aFinite element model. =650 24$aCompression perpendicular to grain. =650 24$aWood. =650 24$aSensitivity analysis. =650 24$aOrthotropic ratios. =650 24$aLoading geometry. =650 24$aSpecimen geometry. =700 1\$aBodig, J.,$eauthor. =700 1\$aMrema, AL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11849J.htm =LDR 02357nab a2200481 i 4500 =001 JTE11845J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11845J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11845J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.7.C65 =082 04$a620.1/1242$223 =100 1\$aHäberle, JG.,$eauthor. =245 14$aThe Influence of Test Piece Preparation on the Compressive Strength of Unidirectional Fiber-Reinforced Plastic /$cJG. Häberle, FL. Matthews. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aDuring a wide-ranging experimental study of compression testing of unidirectional fiber-reinforced plastics (FRP), covering several materials and test methods, it became apparent that the variability of data could be reduced by adopting a rigorous and consistent approach to all phases of specimen production. Details are given of the procedures adopted, together with results from an associated parameter study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompression testing. =650 \0$aSpecimen preparation. =650 \0$aFiber-reinforced plastics. =650 \0$aMaterials$xCompression testing. =650 14$aFiber-reinforced plastics. =650 24$aCompression testing. =650 24$aSpecimen preparation. =700 1\$aMatthews, FL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11845J.htm =LDR 03016nab a2200529 i 4500 =001 JTE11841J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11841J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11841J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aKumar, AM.,$eauthor. =245 12$aA Suggested Test Procedure to Measure Mixed Mode I-III Fracture Toughness of Brittle Materials /$cAM. Kumar, JP. Hirth, R. Hoagland, X. Feng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThis article describes a test procedure to measure mixed mode I-III fracture toughness. The traditional compact tension specimen geometry is modified to include an angled crack slot. This angle is varied to produce various mode I/mode III ratios. A further modification to the specimen design involving two crack fronts in a triple "pantleg" configuration that can produce near-mode III loading at the crack tip is also described. Together, these two specimens can be used to test the entire spectrum of combined mode I-III. Results of mixed mode fracture tests on 2034 aluminum alloys using these specimens are presented. A three-dimensional (3-D) finite element model of the modified compact specimen to validate the analytical procedure is also described. Angular correction factors for the mixed mode case are also presented. The results indicate the feasibility of developing a new standard test method to measure mixed mode fracture toughness in macroscopically brittle metallic materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aToughness. =650 \0$aMixed mode toughness. =650 \0$aStress intensity factor. =650 \0$aFracture mechanics. =650 14$aFracture. =650 24$aMixed mode toughness. =650 24$aToughness. =650 24$aStress intensity factor. =700 1\$aHirth, JP.,$eauthor. =700 1\$aHoagland, R.,$eauthor. =700 1\$aFeng, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11841J.htm =LDR 02485nab a2200505 i 4500 =001 JTE11838J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11838J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11838J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aSrinivas, M.,$eauthor. =245 12$aA Fractographic Technique for the Estimation of Initiation Fracture Toughness JIc for Ductile Materials /$cM. Srinivas, SV. Kamat, PR. Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA single specimen fractographic technique based on critical stretch zone width measurements is suggested for the estimation of fracture toughness (JIc) for highly ductile materials. The salient feature of this technique is that it overcomes the problem of fatigue precracking and is able to predict the fracture toughness of a material using a blunt notch specimen. Fracture toughness tests on commercially pure Armco iron, nickel, and aluminum as well as Al-Mn based austenitic stainless steel and En28 steel were carried out to validate the method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlunt notch. =650 \0$aSingle specimen. =650 \0$aStretch zone width. =650 \0$aFracture mechanics. =650 14$aJIc. =650 24$aSingle specimen. =650 24$aStretch zone width. =650 24$aBlunt notch. =700 1\$aKamat, SV.,$eauthor. =700 1\$aRao, PR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11838J.htm =LDR 02486nab a2200577 i 4500 =001 JTE11840J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11840J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11840J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMurakami, Y.,$eauthor. =245 10$aInstructions for a New Method of Inclusion Rating and Correlations with the Fatigue Limit /$cY. Murakami, T. Toriyama, EM. Coudert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aMany inclusion rating methods already exist [1-6], some of which have been adopted as the standards for particular countries or industries. However, with the existing methods, it is difficult to evaluate the relationship between the fatigue limit and the type, size, or distribution of the inclusions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue strength. =650 \0$aInclusion rating. =650 \0$aVickers hardness. =650 \0$aHigh-strength steel. =650 \0$aStatistics of extreme. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aInclusion rating. =650 24$aFatigue strength. =650 24$aSquare root of projection area (?area) =650 24$aVickers hardness. =650 24$aStatistics of extreme. =650 24$aHigh-strength steel. =700 1\$aToriyama, T.,$eauthor. =700 1\$aCoudert, EM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11840J.htm =LDR 03272nab a2200529 i 4500 =001 JTE11837J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11837J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11837J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMcKeighan, PC.,$eauthor. =245 10$aDetermining the Potential Drop Calibration of a Fatigue Crack Growth Specimen Subject to Limited Experimental Observations /$cPC. McKeighan, DJ. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aSix separate calibration techniques are applied to potential drop (PD) and crack length data from 23 experimental datasets. Five of the techniques use limited experimental input gained during precracking and after test completion to derive the coefficients associated with the calibrations. The datasets include SE(B) and M(T) specimens, fatigue crack growth (FCG) tests and foil analog simulations as well as various aluminum alloys and steel. A comparison of the calibration techniques is undertaken in terms of crack length and the subsequent effect on stress intensity factor errors. The best calibration techniques using two PD and crack length data pairs are the two-point modified and post-test corrected Johnson's equation. Using these methods, 21 of the 23 tests satisfy a criterion based on an acceptable ±2% mean variation in stress intensity factor. If a statistical assessment of the data is made, only 30 to 35% of the tests satisfy this criterion. Finally, the crack length prediction errors that result from the different calibrations can typically cause a 15 to 30% variation in FCG rate da/dN at a given ?K level. This difference is found to be primarily due to errors in the ?K calculation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalibration errors. =650 \0$aCrack length errors. =650 \0$aPotential drop (PD) =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue crack growth (FCG) =650 24$aPotential drop (PD) =650 24$aCrack length errors. =650 24$aCalibration errors. =650 24$aVariability of fatigue data. =700 1\$aSmith, DJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11837J.htm =LDR 02855nab a2200649 i 4500 =001 JTE11850J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11850J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11850J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA355 =082 04$a511/.4$223 =100 1\$aAjayi, JO.,$eauthor. =245 10$aObjective Evaluation of Surface Characteristics to Determine Smoothness of Pile Fabrics /$cJO. Ajayi, HM. Elder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aMeasurements of surface characteristics of pile fabrics by various methods to determine surface smoothness is reported. It is demonstrated that the number of peaks detected by methods using a roller, stylus, and friction traces is the best indicator of fabric smoothness. A negative correlation between this quantity and smoothness suggests that fabrics that yield more peaks are likely to be smoother than those with fewer peaks. This also agrees broadly with the results of friction measurement, lateral air flow, and microscopic measurements. Subjectively, judges found fabrics readily identifiable, but finding the right descriptive adjective for these differences remains a problem. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPeaks. =650 \0$aPitch. =650 \0$aRollet. =650 \0$aStylus. =650 \0$aContour. =650 \0$aFriction. =650 \0$aAmplitudes. =650 \0$aSmoothness. =650 \0$aStick-slip. =650 \0$aSmoothness of functions. =650 \0$aModuli theory. =650 14$aRollet. =650 24$aStylus. =650 24$aFriction. =650 24$aSmoothness. =650 24$aContour. =650 24$aPile. =650 24$aStick-slip. =650 24$aPitch. =650 24$aAmplitudes. =650 24$aPeaks. =700 1\$aElder, HM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11850J.htm =LDR 02638nab a2200577 i 4500 =001 JTE10382J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10382J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10382J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aArora, PR.,$eauthor. =245 10$aEffect of Prestrain on Fracture Toughness of Rolled Mild Steel with Significant Inclusion Content /$cPR. Arora, MR. Raghavan, YVRK Prasad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe basic method of JIc calculation using a single specimen is discussed. Dokouipil's approach for evaluating the JIc value is extended further and the effect of prestrain on rolled mild steel with significant inclusions is studied using this modified approach. Although this method does not give an accurate value of JIc, it is quite effective for a comparative study. While the fracture toughness of annealed and 7% prestrained materials are about the same, the fracture toughness of 3% prestrained material is significantly lower. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aPrestrain. =650 \0$aMild steel. =650 \0$aStrain energy. =650 \0$aCrack extension. =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aPrestrain. =650 24$aMild steel. =650 24$aUnloading compliance method. =650 24$aCrack. =650 24$aCrack extension. =650 24$aStrain energy. =700 1\$aRaghavan, MR.,$eauthor. =700 1\$aPrasad, YVRK,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10382J.htm =LDR 02342nab a2200469 i 4500 =001 JTE10385J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10385J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10385J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTX531 =082 04$a664/.117$223 =100 1\$aJohnston, PR.,$eauthor. =245 10$aLiquid Filtration :$bExamples of the Effects of Temperature, Viscosity, and Liquid Flow Rate /$cPR. Johnston. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aOn filtering particles of silica or iron oxide from water with filter paper, or a cartridge built of rayon fibers, the filtration efficiency, E, of 1 to 10 ?m particles changed from 0.4 to 0.999 with changes in temperature, viscosity, and liquid flow rate. Variations in temperature and in viscosity changed the Brownian diffusivity, D, of the particles. Correlations are shown between D and log R, where R = 1/(1 - E). The results indicate the importance of specifying these variables in any referenced filtration test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrownian diffusivity. =650 \0$aViscosity. =650 \0$aLiquid filtration. =650 \0$aLiquid flow rate. =650 14$aLiquid filtration. =650 24$aBrownian diffusivity. =650 24$aLiquid flow rate. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10385J.htm =LDR 03105nab a2200589 i 4500 =001 JTE10376J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10376J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10376J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aJoyce, JA.,$eauthor. =245 10$aCrack Length Measurement During Rapid Crack Growth Using an Alternating-Current Potential Difference Method /$cJA. Joyce, CS. Schneider. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe object of this project has been to investigate the applicability of an alternating-current potential difference method of crack length estimation to rapid loading fracture mechanics tests in ferromagnetic materials. The more commonly used direct-current method has been demonstrated to be very sensitive to induced magnetization under rapid loadings. The resulting direct-current output signal is complex and not repeatable, and the component related to crack extension cannot be separated from the total response. The tests reported here show calibrations of a 10 kHz alternating-current system on an A533B material and application of the calibration to a static unloading compliance test and to rapid servohydraulic tests. A d-c component dependent on stress-induced magnetization is still present but can now be separated from the high frequency component using Fourier series methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ integral. =650 \0$aCrack extension. =650 \0$aDynamic loading. =650 \0$aCrack propagation. =650 \0$aFracture (materials) =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aElastic-plastic fracture. =650 14$aElastic-plastic fracture. =650 24$aDynamic loading. =650 24$aJ integral. =650 24$aAlternating-current potential difference. =650 24$aCrack propagation. =650 24$aA533B steel. =650 24$aCrack extension. =650 24$aFracture (materials) =700 1\$aSchneider, CS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10376J.htm =LDR 03495nab a2200613 i 4500 =001 JTE10379J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10379J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10379J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1091 =082 04$a628.922$223 =100 1\$aNakamura, H.,$eauthor. =245 12$aA Method for Obtaining Conservative S-N Data for Welded Structures /$cH. Nakamura, S. Nishijima, A. Ohta, Y. Maeda, K. Uchino, T. Kohno, K. Toyomasu, I. Soya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA method of fatigue testing is proposed to simulate the behavior of large-sized welded structures having high tensile residual stresses by means of ordinary small width specimens containing a low level of residual stresses. The method involves the varying of the stress range from test to test while always maintaining the maximum stress at the yield strength of base metal. The results obtained by the proposed method agreed with those for slit welded joints containing high tensile residual stresses fatigued at constant amplitude at a stress ratio of zero. However, the fatigue strength of small width welded specimens as determined by the proposed method was lower than that obtained by the conventional method at a stress ratio of zero. It is emphasized that the proposed method is effective in obtaining conservative S-N data to be used for design of welded structures, where local fluctuating stresses were considered to pulsate downwards from tensile yield strength regardless of the applied stress ratio. It was also found that in the presence of a high tensile residual stress the grinding of the toe of welds which contain no undercut was not effective in improving the fatigue strength of welded joints. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield strength. =650 \0$aResidual stress. =650 \0$aFatigue of metals. =650 \0$aFatigue design stresses. =650 \0$aWelded joints. =650 \0$aSteel. =650 \0$aFatigue. =650 14$aFatigue of metals. =650 24$aWelded joints. =650 24$aResidual stress. =650 24$aYield strength. =650 24$aFatigue design stresses. =700 1\$aNishijima, S.,$eauthor. =700 1\$aOhta, A.,$eauthor. =700 1\$aMaeda, Y.,$eauthor. =700 1\$aUchino, K.,$eauthor. =700 1\$aKohno, T.,$eauthor. =700 1\$aToyomasu, K.,$eauthor. =700 1\$aSoya, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10379J.htm =LDR 02714nab a2200589 i 4500 =001 JTE10377J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10377J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10377J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.A1 =082 04$a624.1/51362/0287$223 =100 1\$aBlackburn, LB.,$eauthor. =245 10$aStrain Measurement Technique for Elevated Temperature Tensile and Creep Testing of Foil-Gage Metals /$cLB. Blackburn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA technique has been developed for elevated temperature tensile testing of foil-gage metals which employs a modified mechanical extensometer in conjunction with a displacement transducer. The extensometer has been modified by attachment of a counterbalance to reduce the axial load contribution due to the mass of the extensometer to the total maximum test load. In addition, the extensometer grip inserts have been modified to incorporate a conical tip/flat-edge design to minimize induced stresses in the specimen resulting from extensometer attachment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep test. =650 \0$aTensile test. =650 \0$aCounterbalance. =650 \0$aFoil-gage metals. =650 \0$aElevated temperature. =650 \0$aMechanical properties. =650 \0$aMechanical extensometer. =650 \0$aCreep. =650 \0$aAsphalt. =650 \0$aPavement. =650 14$aTensile test. =650 24$aCreep test. =650 24$aFoil-gage metals. =650 24$aElevated temperature. =650 24$aCounterbalance. =650 24$aMechanical properties. =650 24$aMechanical extensometer. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10377J.htm =LDR 02435nab a2200625 i 4500 =001 JTE10383J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10383J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10383J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC665.E4 =082 04$a537$223 =100 1\$aPretnar, B.,$eauthor. =245 10$aEffect of Nonmetallic Inclusions on Some Ductility Parameters of Hot-Rolled Steel Sheet /$cB. Pretnar, RAN Yebuah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aNonmetallic inclusions have detrimental effects on ductility parameters such as elongation and reduction in area obtained in tension testing. Moreover, inclusions elongated in the rolling direction cause distinct anisotropy of these parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSheet. =650 \0$aSteel. =650 \0$aDuctility. =650 \0$aAnisotropy. =650 \0$aElongation. =650 \0$aTension testing. =650 \0$aReduction in area. =650 \0$aNonmetallic inclusions. =650 \0$aAnisotropies. =650 \0$aComposite materials. =650 \0$aTension test. =650 14$aDuctility. =650 24$aReduction in area. =650 24$aElongation. =650 24$aTension testing. =650 24$aNonmetallic inclusions. =650 24$aAnisotropy. =650 24$aSteel. =650 24$aSheet. =700 1\$aYebuah, RAN,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10383J.htm =LDR 02843nab a2200601 i 4500 =001 JTE10384J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10384J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10384J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD79.C4 =082 04$a543/.0892$223 =100 1\$aShestopal, VO.,$eauthor. =245 10$aImpact Testing of Flexible Polyurethane Foams /$cVO. Shestopal, B. Chilcott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aMethods of obtaining information on dynamic properties of flexible foams from a limited number of impact tests are considered. The test procedure is based on measuring acceleration and displacement during the entire impact (not only maximum values as required in current standards). Interpretation of the results uses two theoretical approaches: stress-strain relationships and similarity considerations. Each approach has its own advantages. The developed algorithm, applied presently to four commercial packaging foams, allows the plotting of cushioning diagrams and predicts the shape of time-impact dependence for an arbitrary drop height and foam thickness. Properties of composite cushioning structures can be calculated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact. =650 \0$aDrop test. =650 \0$aCushioning. =650 \0$aFlexible foam. =650 \0$aPolyurethane foam. =650 \0$aCushioning diagram. =650 \0$aDynamic properties. =650 \0$aPlastic foams. =650 \0$aFoam rubber. =650 \0$aPolyurethane. =650 14$aPolyurethane foam. =650 24$aFlexible foam. =650 24$aImpact. =650 24$aDrop test. =650 24$aDynamic properties. =650 24$aCushioning. =650 24$aCushioning diagram. =700 1\$aChilcott, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10384J.htm =LDR 02839nab a2200553 i 4500 =001 JTE10380J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10380J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10380J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a628.1/5$223 =100 1\$aChaoui, K.,$eauthor. =245 10$aStrain Gage Analysis of Residual Stress in Plastic Pipes /$cK. Chaoui, A. Moet, A. Chudnovsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aResidual stress distribution in medium density polyethylene (MDPE) 102 mm (4 in.) pipe with 11.1 mm wall thickness is evaluated using three different procedures. A modified layer removal procedure is employed to evaluate the residual stress component in the longitudinal direction as a function of the pipe wall thickness. On the other hand, the residual stress distribution in the circumferential direction is estimated using the conventional ring slitting method. A strain gage technique for direct residual strain measurements is described. The results obtained from the three procedures in a given direction are in qualitative agreements. A tensile residual stress dominates about 24% of the inner section of the pipe wall. The residual stress then becomes compressive reaching its maximum value at the outermost layer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain gage. =650 \0$aLayer removal. =650 \0$aRing slitting. =650 \0$aResidual stress. =650 \0$aPlastic pipes. =650 \0$aPolyvinyl chloride. =650 \0$aPipe, Plastic. =650 14$aResidual stress. =650 24$aPlastic pipes. =650 24$aLayer removal. =650 24$aRing slitting. =650 24$aStrain gage. =700 1\$aMoet, A.,$eauthor. =700 1\$aChudnovsky, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10380J.htm =LDR 02806nab a2200577 i 4500 =001 JTE10378J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10378J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10378J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA484 =082 04$a620.1/66$223 =100 1\$aFuchs, HO.,$eauthor. =245 14$aThe Risks of Extrapolations of Metal Fatigue Data /$cHO. Fuchs, MV. Johns. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe risks associated with extrapolations are quantified by simulation for the case of metal fatigue data. Extrapolations to 1% failures are made from samples of 10 or 20 or 50 specimens for four assumed distributions of the failures. Two methods of extrapolation are investigated. Method A corresponds to straight line fitting on lognormal probability paper. Method B applies extreme value theory to the 40% smallest values in a sample and gives superior results for samples of 50 specimens. For the small samples usual in metal fatigue, Method A gives equally good (or poor) results. Results are presented in several measures. An empirical risk divisor is introduced as a practical means of reducing the risk. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSimulation. =650 \0$aExtrapolation. =650 \0$aConfidence bounds. =650 \0$aDistribution functions. =650 \0$aEstimates of percentiles. =650 \0$aMetal fatigue. =650 \0$aLight metal alloys$xFatigue. =650 \0$aAlliages$xFatigue. =650 14$aRisk. =650 24$aExtrapolation. =650 24$aMetal fatigue. =650 24$aSimulation. =650 24$aDistribution functions. =650 24$aEstimates of percentiles. =650 24$aConfidence bounds. =700 1\$aJohns, MV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10378J.htm =LDR 02761nab a2200625 i 4500 =001 JTE10386J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10386J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10386J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2431 =082 04$a695$223 =100 1\$aDutt, O.,$eauthor. =245 10$aGranule Embedment on Shingles and Roofing Membranes /$cO. Dutt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aSamples of shingles and modified bituminous membranes covered with stone, slag or slate granules were tested for the amount of granules applied and the coverage provided to the bitumen. The granule embedment in the as-received condition and after wetting was measured by scrubbing the samples with 50 strokes of a steel wire brush. Five representative samples out of the thirteen were also subjected to an extended scrub test, where the number of scrub strokes was increased to 150 (in intervals) to evaluate the retention. The results showed significant variations between samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShingles. =650 \0$aScrub test. =650 \0$aSlag granules. =650 \0$aSlate granules. =650 \0$aRoofing granules. =650 \0$aGranule embedment. =650 \0$aBituminous surface. =650 \0$aAdhesion of granules. =650 \0$aRoofing. =650 \0$aCurtain walls. =650 \0$aTensile force. =650 14$aAdhesion of granules. =650 24$aBituminous surface. =650 24$aGranule embedment. =650 24$aModified bituminous membrane. =650 24$aRoofing granules. =650 24$aScrub test. =650 24$aShingles. =650 24$aSlag granules. =650 24$aSlate granules. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10386J.htm =LDR 01641nab a2200409 i 4500 =001 JTE10387J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10387J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10387J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.7.C65 =082 04$a620.1/1242$223 =245 00$aDiscussion of and Response to, "Effect of Axial Compression". =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChemical equilibrium. =650 \0$aDeformations (Mechanics) =650 \0$aGeochemistry. =650 \0$aMaterials$xCompression testing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10387J.htm =LDR 02476nab a2200517 i 4500 =001 JTE10375J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10375J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10375J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN697.A47 =082 04$a669.722$223 =100 1\$aFerron, G.,$eauthor. =245 10$aDesign and Development of a Biaxial Strength Testing Device /$cG. Ferron, A. Makinde. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe apparatus described herein is designed for the performance of biaxial stretching tests on flat cross-shaped specimens. It can be used with a conventional uniaxial tensile testing machine. The device converts the machine from one that exerts a uniaxial force to one that applies a system of forces in two perpendicular directions. A fixed value of the logarithmic strain ratio ? = ?2/?1 can be imposed on the test specimen along these two directions. The fixed ?-value may be chosen between 0 and 1 according to the geometrical configuration of the device. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBiaxial tests. =650 \0$aBiaxial device. =650 \0$aCruciform specimen. =650 \0$aAluminum. =650 \0$aAluminum alloys. =650 \0$aAluminum$xMetallurgy. =650 14$aBiaxial tests. =650 24$aBiaxial device. =650 24$aCruciform specimen. =650 24$aAluminum. =700 1\$aMakinde, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10375J.htm =LDR 02704nab a2200649 i 4500 =001 JTE10381J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10381J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10381J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC183 =082 04$a541/.33$223 =100 1\$aGroth, HL.,$eauthor. =245 10$aEvaluation of Singular Intensity Factors in Elastic-Plastic Materials /$cHL. Groth, I. Brottare. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA singular intensity factor was evaluated for a butt joint geometry with different adhesive material behavior. The finite element method (FEM) was used for the determination of the stresses and displacements in the joint. It was found that the singular nature of the stress field at the free edge at the intersection between the adhesive and the adherend could be well characterized by a singular intensity factor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aButt joint. =650 \0$aPlasticity. =650 \0$aPlastic zones. =650 \0$aAdhesive joints. =650 \0$aStress analysis. =650 \0$aFailure criteria. =650 \0$aBi-material bodies. =650 \0$aStress singularities. =650 \0$aFinite element analysis. =650 \0$aAdhesive joint. =650 \0$aAdhesives. =650 \0$aJoint. =650 14$aAdhesive joints. =650 24$aButt joint. =650 24$aStress analysis. =650 24$aFinite element analysis. =650 24$aPlasticity. =650 24$aPlastic zones. =650 24$aBi-material bodies. =650 24$aFailure criteria. =650 24$aStress singularities. =700 1\$aBrottare, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10381J.htm =LDR 03268nab a2200529 i 4500 =001 JTE000375 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000375$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000375$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC104 =082 04$a530/.8$223 =100 1\$aYiqiu, Tan,$eauthor. =245 10$aIs Normal Distribution the Most Appropriate Statistical Distribution for Volumetric Properties in Asphalt Mixtures? /$cTan Yiqiu, Xu. Huining, Li. Xiaomin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aVolumetric properties are essential for a better understanding of how to design the mixtures. Due to the irregularity of aggregate shape, these properties vary randomly with the same gradation. In this paper, the volumetric properties [bulk specific gravity (?f), air voids (VV), voids in mineral aggregate (VMA), and voids filled with asphalt (VFA)] were determined on two mixtures types, namely, A and B. These mixtures were statistically analyzed using different distribution methods. Seventy-two samples of Mixture A and 52 of Mixture B were fabricated using the Marshall design method. Results of the study showed that the Weibull distribution could reflect the probability distribution law of the volumetric properties of the mixtures. The two-parameter Weibull distribution function appears to be more appropriate or use with ?f and VFA, whereas the three-parameter Weibull distribution function was most appropriate for VV and VMA. The analysis of test results also revealed that there are significant differences in the volumetric properties of the two mixtures tested at the same confidence level. The confidence interval decreases with a decrease in reliability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aStatistical analysis. =650 \0$aWeibull distribution. =650 \0$aVolumetric properties. =650 \0$aCubic measurement. =650 \0$aVolumetry. =650 14$aAsphalt mixture. =650 24$aVolumetric properties. =650 24$aStatistical analysis. =650 24$aWeibull distribution. =700 1\$aHuining, Xu.,$eauthor. =700 1\$aXiaomin, Li.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000375.htm =LDR 03173nab a2200529 i 4500 =001 JTE000037 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000037$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000037$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG335 =082 04$a624.2$223 =100 1\$aShaopeng, Wu.,$eauthor. =245 10$aAnalysis of High Temperature Fluctuations on Asphalt Pavement of Cement Concrete Bridge /$cWu. Shaopeng, Hong Wang, Mingyu Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aIn this study a 2-D finite element model of a multilayered pavement structure of a cement concrete bridge was developed to calculate the temperature fluctuations in summer due to thermal environmental conditions for 1 week. The different specific heat capacity and absorptivity factors of the asphalt layers were considered. The results indicate that the surface temperature's fluctuation of the pavement is similar to the outside atmosphere temperature; the maximum temperature and temperature gradient of asphalt pavement decreased gradually from the top down; the larger the specific heat capacity is, the less the maximum surface temperature becomes; the larger the absorptivity factor of asphalt pavement is, the higher the maximum surface temperature becomes. It is concluded that 2-D finite element analysis proved to be an interesting tool to simulate the transient behavior of asphalt concrete pavements. The suggested simulation model can predict the pavement temperature at different levels of bituminous layers with good accuracy, which can provide engineers some guidance on the rutting resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFinite element. =650 \0$aAsphalt pavement. =650 \0$aCement concrete bridge. =650 \0$aTemperature fluctuation. =650 \0$aBridges, Concrete. =650 \0$aBridges. =650 14$aAsphalt pavement. =650 24$aCement concrete bridge. =650 24$aTemperature fluctuation. =650 24$aFinite element. =700 1\$aWang, Hong,$eauthor. =700 1\$aChen, Mingyu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000037.htm =LDR 03267nab a2200481 i 4500 =001 JTE000338 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000338$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000338$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aGuo, Runhua,$eauthor. =245 10$aPrediction of In-Service Fatigue Life of Flexible Pavements Based on Accelerated Pavement Testing /$cRunhua Guo, Jorge A. Prozzi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aFull-scale accelerated pavement testing (APT) is a supplement to typical laboratory procedures. As such, it leads to significant advances in practice and economic savings for the evaluation of new pavement configurations, stress level related factors, new materials, and design improvements. This type of testing closely simulates field conditions; however, it does not capture actual pavement performance because of the limited ability to address long-term phenomena. Therefore, to fully utilize the benefits of APT, there is a need for a methodology to predict the long-term performance of in-service pavement structures based on the generated test results in order to account for such differences. The bias correction factor (BCF) or bias correction functions should account for the quantifiable differences between the fatigue life of the pavement site under APT and the in-service conditions. The BCF represents an improvement of the currently used "shift factors" since they are more general and are based on laboratory testing or computer simulations. By applying the proposed methodology, APT performance results from a structure similar to an in-service structure can be used to perform four-point bending beam tests and structural analysis to obtain an accurate estimate of the necessary BCF to estimate in-service performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLong-term performance. =650 \0$aBias correction factor. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aAccelerated pavement testing. =650 24$aLong-term performance. =650 24$aBias correction factor. =700 1\$aProzzi, Jorge A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000338.htm =LDR 03332nab a2200529 i 4500 =001 JTE000017 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000017$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000017$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA636 =082 04$a516.2$223 =100 1\$avan Lent, D. Q.,$eauthor. =245 10$aInfluence Treatment in Laboratory of Stone Surface on the Surface Roughness /$cD. Q. van Lent, A. A. A. Molenaar, M. F. C. van de Ven. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAdhesion properties of asphalt mixtures are very important. Especially for porous asphalt adhesion problems are immediately a possible cause of low durability. At Delft University of Technology, research on the adhesive zone between the bituminous mortar and the stone is in progress. Small test specimens were produced and the aggregates received all kinds of treatments (sawing, coring, sandblasting, etc). An important question is if these test specimens are representative for the actual surfaces of the aggregates in the mixture. In this paper the possible influence on bitumen-aggregate adhesion of different stone surface characteristics is discussed. For this purpose, roughness tests are conducted on treated aggregate surfaces for columns used in the laboratory tests and the real stone particles as used in mixtures. Roughness (stereo-, confocal, and electron microscope), specific surface area (stereo- and confocal microscope), and surface free energy (sessile drop) are determined. It is concluded that sawing and sandblasting influence the roughness strongly compared to the aggregate surface. Also, the specific surface area of 4/8 aggregate is much larger than of the treated specimens. It is important to take this in consideration when using test results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregate. =650 \0$aRoughness. =650 \0$aSurface free energy. =650 \0$aSpecific surface area. =650 \0$aSurface area. =650 \0$aAreas and volumes. =650 14$aAggregate. =650 24$aRoughness. =650 24$aSpecific surface area. =650 24$aSurface free energy. =700 1\$aMolenaar, A. A. A.,$eauthor. =700 1\$avan de Ven, M. F. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000017.htm =LDR 03117nab a2200577 i 4500 =001 JTE000315 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000315$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000315$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA436 =082 04$a691/.5$223 =100 1\$aMuraya, P. M.,$eauthor. =245 10$aContribution of the Bituminous Mortar and Stone Skeleton to the Resistance to Permanent Deformation in Asphalt Mixtures /$cP. M. Muraya, A. A. A. Molenaar, M. F. C. van de Ven. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper describes the results of a research that was conducted to investigate the contribution of the different components in an asphalt mixture to the resistance to permanent deformation. As part of this research, extensive triaxial tests were performed on the stone skeletons of dense, stone mastic, and porous asphalt concrete. An extensive characterization of the bituminous mortar was also performed using the dynamic shear rheometer and the direct tension tests. The results showed that aggregate skeletons exhibit a high tendency to dilate implying tensile stresses and strains in the bituminous mortar. The results also showed that plastic deformation is much more important than viscous deformation for the stone skeleton mixtures and that viscous deformation is more important for the dense mixture. The findings of the research were used to analyze the permanent deformation that occurred in accelerated pavement test sections. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aSkeleton. =650 \0$aTension test. =650 \0$aTriaxial test. =650 \0$aCompression test. =650 \0$aMortar. =650 \0$aAdhesives. =650 \0$aBinders (Materials) =650 14$aRutting. =650 24$aMortar. =650 24$aSkeleton. =650 24$aTriaxial test. =650 24$aTension test. =650 24$aCompression test. =700 1\$aMolenaar, A. A. A.,$eauthor. =700 1\$avan de Ven, M. F. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000315.htm =LDR 03842nab a2200553 i 4500 =001 JTE000133 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000133$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000133$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE210.5.B5 =082 04$a620.19602870993$223 =100 1\$aWu, Jiantao,$eauthor. =245 14$aThe Influence of Aggregate Interaction and Aging Procedure on Bitumen Aging /$cJiantao Wu, Gordon Airey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aBitumen, like many other organic substances, is affected by the presence of oxygen, ultraviolet radiation, and by changes in temperature. These external influences result in the phenomenon known as "aging" and cause changes in the chemical composition and therefore the rheological and mechanical properties of the bitumen. Aging is primarily associated with the loss of volatile components and oxidation of the bitumen during asphalt mixture production (short-term aging) and progressive oxidation of the in-place material in the field (long-term aging). Both factors cause an increase in viscosity (or stiffness) of the bitumen and consequential stiffening of the asphalt mixture. Aging at moderate levels is generally accepted and can even enhance performance, but at significant levels results in embrittlement of the bitumen, significantly affecting its adhesive characteristics and usually resulting in reduced cracking resistance of the asphalt mixture under repeated loading. It has long been recognized that the characteristics of bitumens are affected by the mineral aggregate with which they come into contact and that age hardening is influenced by both the bitumen and the mineral aggregate as reported by Bell and Sosnovske in 1994. This paper investigates the influence of aggregate type and aging procedure on the rheological and chemical fractional properties of aged bitumen. Asphalt mixtures comprising limestone or granite aggregate have been artificially aged in the laboratory and the rheological properties and chemical composition of the recovered bitumen from the mixtures determined after different durations of aging. In addition, the influence of bulk aging versus thin film aging has been assessed on the same bitumen aged in the presence of aggregate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregates. =650 \0$aOxidative aging. =650 \0$aAging procedures. =650 \0$aBitumen rheology. =650 \0$aBitumen. =650 \0$aCaustobioliths. =650 \0$aNonmetallic minerals. =650 14$aBitumen. =650 24$aOxidative aging. =650 24$aAggregates. =650 24$aAging procedures. =650 24$aBitumen rheology. =650 24$aFTIR. =700 1\$aAirey, Gordon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000133.htm =LDR 03057nab a2200541 i 4500 =001 JTE000319 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000319$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000319$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD305.A2 =082 04$a547.437$223 =100 1\$aLiu, Shu-tang,$eauthor. =245 10$aStudy on Low-Temperature Cracking Performance of Asphalt Mortar Modified by an Aluminate Coupling Agent /$cShu-tang Liu, Feng Hou, Wei-dong Cao, Ying Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe low-temperature performance properties of asphalt mortar modified by an aluminate coupling agent (ACA) were investigated and are reported in this paper. An orthogonal experiment design method was used, and the creep stiffness and m-value were adopted as the indicators to investigate the modifier effects of the filler-asphalt ratio, ACA, and stearic acid on the low-temperature performance of asphalt mortar. The influence of other factors on the high-temperature, anti-rutting performance and intermediate-temperature fatigue performance of asphalt mortar was also evaluated. Analysis indicated that ACA could improve significantly the low-temperature performance and intermediate-temperature fatigue performance of asphalt mortar but reduced the high-temperature performance. Asphalt mortar modified by a moderate filler-asphalt ratio, a significant amount of ACA, and stearic acid showed better low-temperature performance properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPerformance. =650 \0$aAsphalt mortar. =650 \0$aFiller-asphalt ratio. =650 \0$aStearic acid. =650 \0$aOctadecanoic acid. =650 14$aAsphalt mortar. =650 24$aAluminate coupling agent (ACA) =650 24$aStearic acid. =650 24$aFiller-asphalt ratio. =650 24$aPerformance. =700 1\$aHou, Feng,$eauthor. =700 1\$aCao, Wei-dong,$eauthor. =700 1\$aLiu, Ying,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000319.htm =LDR 03390nab a2200541 i 4500 =001 JTE000355 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000355$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000355$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aCao, Wei-Dong,$eauthor. =245 10$aPerformance of Composite Modified Asphalt with Trinidad Lake Asphalt used as Waterproofing Material for Bridge Deck Pavement /$cWei-Dong Cao, Zhan-Yong Yao, Shu-tang Liu, Xin-Zhuang Cui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aPerformance of composite modified asphalt with Trinidad Lake Asphalt (TLA) used as waterproofing material for bridge deck pavement was studied through the shear test, pull-out test, and water permeability test. The results showed that shear strength at 20°C of composite modified asphalt with TLA was affected by the material dosage and the optimum dosage was 1.2 kg/m2. Shear strength at 20°C of composite modified asphalt with TLA increased with the increase of TLA content and then decreased with the further increase of TLA content. However, the shear strength at 50°C shows different results. Based on shear strength at 20°C, the optimum TLA content was 20 % by total weight of composite modified asphalt. Bond strength at 20°C of composite modified asphalt with TLA was very close to that of styrene-butadiene-styrene (SBS) modified asphalt but the bond strength at 50°C of composite-modified asphalt with TLA was 47 % higher than that of SBS modified asphalt. Both composite modified asphalts with TLA and with SBS modified asphalt met the impermeability requirement. Composite modified asphalt with TLA could be used as waterproofing material for bridge deck pavement for better performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPerformance. =650 \0$aBridge deck pavement. =650 \0$aWaterproofing material. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aTrinidad Lake Asphalt (TLA) =650 24$aComposite modified asphalt. =650 24$aWaterproofing material. =650 24$aBridge deck pavement. =650 24$aPerformance. =700 1\$aYao, Zhan-Yong,$eauthor. =700 1\$aLiu, Shu-tang,$eauthor. =700 1\$aCui, Xin-Zhuang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000355.htm =LDR 02799nab a2200529 i 4500 =001 JTE003110 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE003110$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE003110$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQL696.C73 =082 04$a598$223 =100 1\$aCommuri, Sesh,$eauthor. =245 10$aCalibration Procedures for the Intelligent Asphalt Compaction Analyzer /$cSesh Commuri, Anh Mai, Musharraf Zaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe intelligent asphalt compaction analyzer (IACA) is a device based on neural network technology that can measure the density of an asphalt pavement continuously in real time during its construction. It was shown during limited field trials that the IACA could, in real time, measure the density of an asphalt pavement during its construction with accuracy comparable to existing point-wise measurement technologies. In this paper, the procedure to calibrate the IACA and the validation of the performance, i.e., accuracy of density measurements, are addressed. The results demonstrate that the IACA can be used to determine the density of the asphalt mat during compaction with an accuracy needed for quality control operations in the field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot mix asphalt. =650 \0$aVibratory rollers. =650 \0$aIntelligent compaction. =650 \0$aConstruction technology. =650 \0$aCoraciidae. =650 \0$aRollers (Birds) =650 14$aHot mix asphalt. =650 24$aVibratory rollers. =650 24$aIntelligent compaction. =650 24$aConstruction technology. =700 1\$aMai, Anh,$eauthor. =700 1\$aZaman, Musharraf,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE003110.htm =LDR 03409nab a2200565 i 4500 =001 JTE000380 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000380$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000380$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aBehbahani, Hamid,$eauthor. =245 10$aComparison of Performance of Asphalt Mixtures Containing Polymer Modifiers /$cHamid Behbahani, Hassan Ziari, Hassan Fazaeli, Jafar Rahmani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe purpose of this study is to evaluate and compare the properties of control and modified asphalt mixtures. Two polymers such as styrene butadiene styrene (SBS) and ethylene vinyl acetate (EVA) were used as modifiers, and mixes with different percentages of polymers were prepared by mixing with 60/70 penetration grade unmodified bitumen. Marshall samples were prepared using the modified and unmodified binders and the effect of SBS and EVA on the mechanical properties of the hot mix asphalt has been determined in terms of stability, flow, indirect tensile strength, and rutting resistance. Test results indicated that the polymer modification improved the conventional properties such as penetration, softening point, and temperature susceptibility. It was also conducted that the stability values related to SBS modified specimens increased with an increase in SBS content compared to the control specimens. While, the stability values for EVA modified specimens are smaller than the stability values of the control specimens. Finally, it was observed that the rutting resistance of the modified mixtures for both of polymer modified binders were higher than the control mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixtures. =650 \0$aMarshall stability. =650 \0$aRutting resistance. =650 \0$aPolymer modified bitumen. =650 \0$aIndirect tensile strength. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aPolymer modified bitumen. =650 24$aAsphalt mixtures. =650 24$aRutting resistance. =650 24$aMarshall stability. =650 24$aIndirect tensile strength. =700 1\$aZiari, Hassan,$eauthor. =700 1\$aFazaeli, Hassan,$eauthor. =700 1\$aRahmani, Jafar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000380.htm =LDR 03187nab a2200553 i 4500 =001 JTE000344 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000344$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000344$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aYan, Jinhai,$eauthor. =245 10$aInvestigation on the Bulk Performance and Microstructure of Emulsion-Based, Cold In-Place Recycling Mixtures /$cJinhai Yan, Fujian Ni, Jonathan Jia, Zhuohui Tao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aCold in-place recycling (CIR) using asphalt emulsion is a cost-effective method for the preventive and corrective maintenance of existing pavements. The objectives of this study were to evaluate the recycling mixture's macroscopic performance and to analyze the microstructure of the mastics using a scanning electron microscope (SEM). The overall performance of the recycling material was evaluated for retained stability, immersed freeze-thaw indirect tension tests, and rut testing. Additionally, the surface micro-profiles of three mastic classes were analyzed using SEM. The results of the bulk property analyses indicated that the addition of cement improved the performance of the recycling mixtures. The SEM analyses showed that cement has an effect similar to fiber-reinforcement in cement-treated asphalt emulsion CIR mixtures. Further, the results indicated that the mechanism of cement action is consistent with the results of the overall mixture performance properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicrostructure. =650 \0$aAsphalt emulsion. =650 \0$aCold in-place recycling. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aCold in-place recycling. =650 24$aReclaimed asphalt pavement. =650 24$aMicrostructure. =650 24$aPortland cement hydration reaction. =650 24$aAsphalt emulsion. =650 24$aScanning electron microscope. =700 1\$aNi, Fujian,$eauthor. =700 1\$aJia, Jonathan,$eauthor. =700 1\$aTao, Zhuohui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000344.htm =LDR 02932nab a2200541 i 4500 =001 JTE000391 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000391$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000391$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aLin, Qi.,$eauthor. =245 10$aResearch on Relationship between Aging State and Low-Temperature Performance of Asphalt Mixture /$cQi. Lin, Zhang Zheng-qi, Sha Ai-min, Yang Hui-jun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAging phenomenon of asphalt material exists in the course of mixing, spreading, and rolling of asphalt mixture, as well as the use in the asphalt pavement. The indirect tensile strength test was used to evaluate the performance of asphalt mixtures at low-temperature under different aging conditions. As compared with the results from the original short-term aging and the long-term aging asphalt mixtures, the results show that the original asphalt mixture cannot reflect the real performance of the asphalt mixture in the field. The short-term aging specimens are more sensitive than long-term aging specimens in evaluating the performance of the asphalt mixture at low temperature. Tests results also indicate that the consideration of aging during the evaluation of asphalt pavement performance is necessary. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aAsphalt mixture. =650 \0$aHighway engineering. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aHighway engineering. =650 24$aAsphalt mixture. =650 24$aCracking at low temperature. =650 24$aAging. =650 24$aThe indirect tensile strength test. =700 1\$aZheng-qi, Zhang,$eauthor. =700 1\$aAi-min, Sha,$eauthor. =700 1\$aHui-jun, Yang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000391.htm =LDR 02904nab a2200541 i 4500 =001 JTE000144 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000144$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000144$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB170 =082 04$a616.07$223 =100 1\$aDo Huh, Jung,$eauthor. =245 12$aA New Technology of Recycling 100 % Reclaimed Asphalt Pavements /$cJung Do Huh, Joo Young Park. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aRecycling of 100 % reclaimed asphalt pavement (RAP) without adding any virgin materials is a challenging task. Most of the present RAP-recycling technology is limited to use the 20 %-30 % RAP as a maximum content for wearing courses of asphalt pavements. The main goal of the existing recycling technology is focused to restore original properties of the straight asphalt pavement mixtures by using rejuvenators. Here, a new technology is introduced to use 100 % RAP-recycling by adding a specially developed polymer-modifier. The hot mix asphalt design is used to figure out the content of the modifier. Quality of the new recycled mixtures is excellent such that their properties are superior over the virgin straight asphalt mixtures. Excellent quality, maximum use of RAP, simple process, and competitive price will make this technology very attractive. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModifiers. =650 \0$aRejuvenators. =650 \0$aOxidative aging. =650 \0$aRecycling of RAP. =650 \0$aExcellent quality. =650 \0$aOxidation, Physiological. =650 \0$aAntioxidants$xHealth aspects. =650 14$aRecycling of RAP. =650 24$aOxidative aging. =650 24$aRejuvenators. =650 24$aModifiers. =650 24$aExcellent quality. =700 1\$aPark, Joo Young,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000144.htm =LDR 02620nab a2200553 i 4500 =001 JTE000395 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000395$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000395$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aFazhou, Wang,$eauthor. =245 10$aPreliminary Study on Asphalt Emulsion Used in Cement Asphalt Mortar /$cWang Fazhou, Zhang Yunhua, Liu Yunpeng, Gao Tao, Zou Jinzhong, Chen Liang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAsphalt emulsion is an important component in the preparation of cement asphalt mortar. In the work reported here, different emulsifiers and basic asphalts were used to manufacture emulsions and their properties were investigated. Results indicate that a diamine-based emulsifier renders asphalt emulsion that exhibits better compatibility with cement; lower density and higher ductility basic asphalt; and that styrene-butadiene-styrene modifiers are more appropriate in the manufacturing of emulsion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlab track. =650 \0$aWorkability. =650 \0$aAsphalt emulsion. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aAsphalt emulsion. =650 24$aWorkability. =650 24$aCA mortar. =650 24$aSlab track. =700 1\$aYunhua, Zhang,$eauthor. =700 1\$aYunpeng, Liu,$eauthor. =700 1\$aTao, Gao,$eauthor. =700 1\$aJinzhong, Zou,$eauthor. =700 1\$aLiang, Chen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000395.htm =LDR 02633nab a2200505 i 4500 =001 JTE003107 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE003107$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE003107$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE266 =082 04$a625.8/5$223 =100 1\$aJingsong, Shan,$eauthor. =245 14$aThe Damage Analysis of Asphalt Pavement Under Repeated Loads /$cShan Jingsong, Huang Xiaoming. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aGenerally, the process of pavement deterioration occurs before the macrocrack appearing in asphalt pavement structure. It is always useful to understand the causes of pavement cracking and present preventive measures. In this paper, damage regularity of asphalt pavement under the condition of repeated loading is studied in terms of dynamic damage finite element method. The software ABAQUS was used for calculation and subroutine of damage was obtained by using the interface of the vectorized user material routine. The relationships between the times of loading and the damage degree, maximum tension stress of element and maximum tension strain of element are analyzed and discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBreaking time. =650 \0$aDamage degree. =650 \0$aRepeated load. =650 \0$aInfinite element. =650 \0$aPavements, Asphalt$xCongresses. =650 14$aRepeated load. =650 24$aInfinite element. =650 24$aDamage degree. =650 24$aBreaking time. =700 1\$aXiaoming, Huang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE003107.htm =LDR 03045nab a2200505 i 4500 =001 JTE003111 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE003111$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE003111$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE210.5.B5 =082 04$a620.19602870993$223 =100 1\$aWang, Xu-dong,$eauthor. =245 10$aOptimal Bitumen-Aggregate Ratio Selection Method of Hot Mix Asphalt Based on Closest Compaction Condition /$cXu-dong Wang, Lei Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn optimal bitumen-aggregate ratio selection method for hot mix asphalt, based on aggregate closest compact condition, was introduced. According to research, high correlation within dry density, voids in mineral aggregate (VMA) and voids in coarse aggregate (VCA) versus bitumen-aggregate ratio was discovered. Dry density increases with increase of bitumen-aggregate ratio until it reaches a peak, and then decreases. VMA and VCA have the inverse trend. The advantage of the unique extreme point rule of the conic is the relationship of bitumen-aggregate ratio versus dry density and that the VMA and VCA can be indicated by conic regression analysis, and the corresponding bitumen-aggregate ratio can be achieved as well. In this paper, the new design method was adopted for hot mix asphalt in various gradations and the differences from the previous design method were also illustrated. The inaccurate bitumen-aggregate ratio due to previous design criterion can be avoided through setting the closest compact condition. This can also be recommended as the design criterion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDry density. =650 \0$aBitumen. =650 \0$aCaustobioliths. =650 \0$aNonmetallic minerals. =650 14$aBitumen-aggregate ratio. =650 24$aClosest compact condition. =650 24$aDry density. =650 24$aVMA. =650 24$aVCA. =700 1\$aZhang, Lei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE003111.htm =LDR 03930nab a2200565 i 4500 =001 JTE000011 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000011$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000011$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.7$223 =100 1\$aZeng, Menglan,$eauthor. =245 10$aSignificance Evaluation of Material and Additive Factors Influencing Moisture Susceptibility of Asphalt Mixtures /$cMenglan Zeng, Chaofan Wu, Kaiyu Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aMany factors have been identified to have influences on the moisture susceptibility of asphalt mixtures. This research study attempts to evaluate such factors as binder type, aggregate type, mixture type, additive usage, additive type, additive application approach, and additive organic nature. Tensile strength ratio (TSR) was tested on twelve asphalt mixtures of three types, with two binders and three aggregates, and with improving measures as three antistripping additives and two application approaches. Multiple variable statistical analyses were employed on the TSR data in assessing the significance of the factor. Test results and data analyses indicate that the extent of the influence varies considerably from one factor to another. The styrene-butadiene-styrene modified binder is superior to neat petroleum binder for producing asphalt mixtures subject to damp conditions. Granite, basalt, and limestone aggregates make asphalt mixtures that are least, in-between, and most resistant to moisture damage, respectively. Compared with dense graded asphalt concrete (AC) and stone matrix asphalt (SMA) mixtures, porous asphalt macadam (AM) mixtures are more prone to stripping. The usage of inorganic hydrated lime and Portland cement, and organic amine antistripping agent can substantially improve the moisture susceptibility of asphalt mixtures; the wet approach for applying the inorganic additives can result in better effects than the dry approach. Different additives show little difference in improving effects with mixed trends and the inorganic and organic additives are similar in performance with variations that are immaterial. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aInfluencing factor. =650 \0$aAntistripping additive. =650 \0$aMoisture susceptibility. =650 \0$aSignificance evaluation. =650 \0$aAsphalt concrete$xMoisture$xTesting. =650 \0$aAsphalt concrete$xMixing$xTesting. =650 \0$aPavements, Asphalt$xAdditives$xTesting. =650 14$aAsphalt mixture. =650 24$aMoisture susceptibility. =650 24$aAntistripping additive. =650 24$aInfluencing factor. =650 24$aSignificance evaluation. =700 1\$aWu, Chaofan,$eauthor. =700 1\$aHuang, Kaiyu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000011.htm =LDR 02947nab a2200529 i 4500 =001 JTE003114 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE003114$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE003114$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a624$223 =100 1\$aCong, Ling,$eauthor. =245 12$aA Study on Rutting Prediction of the Asphalt Pavement for Orthotropic Steel Bridge Decks /$cLing Cong, Jun Yang, Haoran Zhu, Juan Cui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis paper establishes a finite element method (FEM) model to predict rutting development of a double-layered pavement system with stone mastic asphalt as its upper layer and mastic asphalt as its bottom layer, which is widely used in orthotropic steel bridge paving. In addition, it presents the influence of pavement thickness and overloading on rutting occurring in the pavement of an orthotropic steel bridge. The results show that the MA layer contributes to an overwhelming majority of permanent deformation; furthermore, within a certain range, rutting depth increases rapidly with the rise of pavement thickness. Finally, a circular road tracking test was conducted to verify the FEM prediction. The comparison between test results and FEM results shows that the model is accurate. The results of this study can be used as reference for the design of pavement on steel decks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting prediction. =650 \0$aSteel deck pavement. =650 \0$aPavements, Asphalt concrete$xCracking. =650 \0$aAsphalt concrete$xTesting. =650 \0$aConcrete$xFatigue. =650 14$aSteel deck pavement. =650 24$aRutting prediction. =650 24$aFEM. =650 24$aCRT. =700 1\$aYang, Jun,$eauthor. =700 1\$aZhu, Haoran,$eauthor. =700 1\$aCui, Juan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE003114.htm =LDR 03773nab a2200529 i 4500 =001 JTE003113 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE003113$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE003113$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aHongmei, Cai,$eauthor. =245 10$aFactors Influencing the Leaching of Asphalt Components /$cCai Hongmei, Huang Xiaosheng, Wang Peng, Zhang Yuzhen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe main applications of asphalt involve the coating of surfaces, e.g., in roads, roofs, pipes, and linings of water basins. In all of these applications, asphalt has the possibility of coming in contact with water. Such contact can lead to the leaching of components from the asphalt into the environment. Chemical oxygen demand (COD) is a method useful in evaluating the leachability of asphalt components. The leaching conditions (leaching time and temperature) and leaching medium (content of chloride and pH value) influence the COD of leachate. These were studied using the COD leaching test. For the five asphalt binders, the COD of the leachate increased with an increase in leaching time. The COD data also showed that the concentrations of components leached from styrene-butadiene-styrene (SBS) modified asphalt and oxidized asphalt were more than from neat asphalt binders. The influencing data showed that the COD of leachate increased with the increasing of temperature, but the temperature had less influence on the leachability of lower penetration grade asphalt than higher penetration grade asphalt. The leaching of asphalt binders coming from different oil sources was influenced differently by chloride. The amounts of components leached from SBS modified asphalt and oxidized asphalt were less than from neat asphalt. The influence of chloride is attributed to the salting out effect. By investigating the influence of the leachate pH on COD, it was proven that acidic conditions had the most influence on asphalt leachability, and the COD of leachate from oxidized asphalt decreased comparing to the neat asphalt. SBS modified asphalt, was best for resisting leachability by strong acid compared with neat asphalt neat asphalt. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLeachability. =650 \0$aAsphalt binder. =650 \0$aInfluencing factors. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aAsphalt binder. =650 24$aLeachability. =650 24$aInfluencing factors. =650 24$aCOD. =700 1\$aXiaosheng, Huang,$eauthor. =700 1\$aPeng, Wang,$eauthor. =700 1\$aYuzhen, Zhang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE003113.htm =LDR 02973nab a2200565 i 4500 =001 JTE003109 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE003109$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE003109$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.3 =082 04$a552/.5$223 =100 1\$aHo, Susanna,$eauthor. =245 10$aUnderstanding the Molecular Surface Charges of Asphalt or Clay Particles and Application in the Transportation and Oil Sands Industries /$cSusanna Ho, Ludo Zanzotto. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b103 =520 3\$aAsphalt binder is a mixture of many different types of molecules. At the molecular level, one can visualize the asphalt binder as a colloidal system with asphaltene molecules dispersed in oil with naphthene and polar aromatics. The functional groups of the asphaltene molecules are essential in keeping them dispersed as colloids. These polar functional groups include alcohol, amine, carboxylic, and phenolic groups. The polarity of asphalt molecules are very important in allowing them to adhere to the inorganic aggregates, which also bear charges at the surface. The application of this understanding to the aging of paving asphalt, asphalt modification, the Superpave direct tension test, aggregate specific gravity determination, ash as modifiers in asphalt, low-volume road chemical stabilization, and the oil sands industry are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement. =650 \0$aPolarity. =650 \0$aSuperpave. =650 \0$aAsphalt molecules. =650 \0$aColloidal systems. =650 \0$aClay. =650 \0$aAluminum silicates. =650 \0$aBinders (Materials) =650 14$aAsphalt molecules. =650 24$aPolarity. =650 24$aClay. =650 24$aPavement. =650 24$aColloidal systems. =650 24$aSuperpave. =700 1\$aZanzotto, Ludo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE003109.htm =LDR 03268nab a2200685 i 4500 =001 JTE12510 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12510$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12510$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA682.42 =082 04$a693/.5$223 =100 1\$aKumaran, MK.,$eauthor. =245 10$aHeat, Air and Moisture Transport Properties of Three North American Stuccos /$cMK. Kumaran, JC. Lackey, N. Normandin, F. Tariku, D. van Reenen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aHeat, air, and moisture transfer models that are used as practical building design tools require reliable inputs to provide meaningful results. One of these inputs is the set of heat, air, and moisture transport properties of materials. For any given class of building materials the properties may vary within a broad range. This paper reports the porosity, density, matrix density, thermal conductivity, equilibrium moisture content, water vapor permeability, water absorption coefficient, liquid diffusivity, and air permeability of regular lime stucco, regular portland cement stucco, and acrylic stucco which are commonly used in North America. The experimental and analytical procedures follow either international standards or well established methodologies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDensity. =650 \0$aPorosity. =650 \0$aMatrix density. =650 \0$aAir permeability. =650 \0$aLiquid diffusivity. =650 \0$aThermal conductivity. =650 \0$aWater vapor permeability. =650 \0$aConcrete construction. =650 \0$aDwellings$xMaintenance and repair. =650 \0$aLandscape construction. =650 \0$aStucco. =650 14$aStucco. =650 24$aPorosity. =650 24$aDensity. =650 24$aMatrix density. =650 24$aThermal conductivity. =650 24$aEquilibrium moisture content. =650 24$aWater vapor permeability. =650 24$aWater absorption coefficient. =650 24$aLiquid diffusivity. =650 24$aAir permeability. =700 1\$aLackey, JC.,$eauthor. =700 1\$aNormandin, N.,$eauthor. =700 1\$aTariku, F.,$eauthor. =700 1\$avan Reenen, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12510.htm =LDR 03046nab a2200493 i 4500 =001 JTE14097 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14097$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14097$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV581 =082 04$a362.29/8/0973$223 =100 1\$aLjustell, P.,$eauthor. =245 10$aEffects of Different Load Schemes on the Fatigue Crack Growth Rate /$cP. Ljustell, F. Nilsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aAn experimental study was conducted on a nickel-based super alloy, Inconel 718, at an elevated temperature of +400°C. The basic question was how to conduct the experiments in order to obtain fatigue crack growth data as free from load history effects as possible in the stage II region. This was investigated by use of four different load sequences. An important question was to investigate if the so called constant KI,max-method provides an upper bound of the fatigue crack growth rate in the stage II region. The results indicate that the constant KI,max-method gives an upper bound in fatigue crack growth rate in the current measuring range but also gives a statistically significant lower exponent of the crack growth equation. A more reliable method to establish the fatigue crack growth parameters is to propagate the crack under constant stress-intensity factor range. This should be done at two different stress-intensity factor ranges for a few millimetres at each range. Also, ?K-reducing procedure should not be used, when performing fatigue crack growth testing in the stage II region, in order to minimize the risk of transient crack closure effects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoad scheme. =650 \0$aCrack growth analysis. =650 \0$aFatigue crack growth. =650 \0$aCrack closure. =650 14$aFatigue crack growth. =650 24$aCrack closure. =650 24$aLoad scheme. =650 24$aConstant KI,max-method. =700 1\$aNilsson, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14097.htm =LDR 03233nab a2200577 i 4500 =001 JTE12440 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12440$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12440$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL214.P6 =082 04$a629.2528$223 =100 1\$aChen, HX.,$eauthor. =245 10$aFault Detection in a Water Hydraulic Motor Using a Wavelet Transform /$cHX. Chen, GH. Lim, PSK Chua. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper is concerned with the detection of a piston crack in a water hydraulic motor used in a fluid power system. The wavelet-based signal processing technique to detect a piston crack was studied. A complete procedure of wavelet-based vibration signal analysis was developed. A modified noise reduction method based on wavelet analysis for feature extraction of the impulse peak vibration excited by the piston was applied to the vibration data of a water hydraulic motor. A continuous wavelet transform (CWT) and a wavelet packet (WP) were applied to the analysis of the impulse vibration signals. The feature values of the peaks excited by the impulse vibration signals can be extracted by using WP to decompose and compress the de-noise signals. Moreover, the signal component indicative of a fault was identified through the analysis of the vibration signal in the time domain in wavelet analysis. This technique was shown to be a powerful tool for the fault detection of a water hydraulic motor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNoise reduction. =650 \0$aAxial piston motor. =650 \0$aFeature extraction. =650 \0$aVibration analysis. =650 \0$aMotor vehicles$xMotors$xExhaust gas$xLaw and legislation$zIllinois. =650 \0$aMotor vehicles$xInspection$zIllinois. =650 \0$aFault location (Engineering) =650 \0$aWater Hydraulic Motor. =650 14$aWater hydraulic motor. =650 24$aAxial piston motor. =650 24$aContinuous wavelet transform. =650 24$aVibration analysis. =650 24$aNoise reduction. =650 24$aFeature extraction. =700 1\$aLim, GH.,$eauthor. =700 1\$aChua, PSK,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12440.htm =LDR 03449nab a2200505 i 4500 =001 JTE100057 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100057$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100057$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE250 =082 04$a625.8/028/8$223 =100 1\$aChen, D-H,$eauthor. =245 10$aDetermination of Load Damage Relationships through Accelerated Pavement Testing /$cD-H Chen, F. Zhou, ER. Cortez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis paper describes the effects of increased wheel loads on the performance of thin asphalt pavements. Twelve instrumented full-scale test pavements were built inside a temperature/moisture controlled environment, and subjected to accelerated trafficking by means of a Heavy Vehicle Simulator (HVS). The test sections had constant geometry and materials, but the subgrade soil type and moisture content varied. Since tests are in progress, only eight test pavements were used to determine load damage exponents (LDEs). Each test pavement had six test sections for different load levels (22 to 103.5 kN). An LDE model was developed to predict rutting as a function of structural number (SN), load repetitions, and load intensity. Good correlations between the model prediction and measurements were found as at least four test pavements have an R2 value higher than 90%. Four test pavements had LDEs higher than 7.8, indicating significant impact of loading on rutting performance. It is believed that the high LDEs obtained in this study were attributed to low structural capacity (or structural number, SN) of the test pavements. Thus, it demonstrates that the well known 4th-power law (LDE=4) is too conservative for low SN pavements. With 10% overloading, 4th-power law will underestimate the damage of these light pavements by approximately 68% as compared to those from 8th-power law. A general trend was observed, based on available data, for A-2-4 and A-4 soils that LDE increases with increasing moisture content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aOverload damages. =650 \0$aLoad damage exponents. =650 \0$aPavements. =650 14$aRutting. =650 24$aLoad damage exponents. =650 24$aAccelerated pavement testing. =650 24$aOverload damages. =700 1\$aZhou, F.,$eauthor. =700 1\$aCortez, ER.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100057.htm =LDR 03181nab a2200577 i 4500 =001 JTE14080 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14080$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14080$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aHao, P.,$eauthor. =245 10$aEffect of Bitumen Acid Number on Moisture Susceptibility of Asphalt Mixtures /$cP. Hao, HY. Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe interaction between bitumen and aggregate is a primary determinant of asphalt mixture strength; not only is adhesion between bitumen and aggregate related to the aggregate, but it is also a bitumen property. Three different kinds of test methods are used to evaluate the bitumen aggregate bond: the water immersion test, the electro-optic colorimerty test, and the net adsorption test. Retained Marshall stability and modified Lottman test methods are used to evaluate the moisture damage to asphalt mixtures. The paper analyzes relationships between bitumen acid number and asphalt aggregate mixture performance. The results show that aggregate type has a dominant influence on the bitumen aggregate bond, but bitumen type also has an important influence on asphalt mixture performance. When the bitumen acid number is higher, the asphalt mixture is more resistant to moisture damage. The net adsorption test is a better method to evaluate the bitumen aggregate bond; the bitumen acid number can be used to evaluate moisture susceptibility with different bitumens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBitumen. =650 \0$aAggregate. =650 \0$aBitumen acid number. =650 \0$aNet adsorption test. =650 \0$aMoisture susceptibility. =650 \0$aAsphalt concrete. =650 \0$aAsphalt emulsion mixtures. =650 \0$aBituminous pavements. =650 \0$aBituminous aggregates. =650 \0$aMoisture damage. =650 14$aBitumen. =650 24$aAggregate. =650 24$aMoisture susceptibility. =650 24$aNet adsorption test. =650 24$aBitumen acid number. =700 1\$aLiu, HY.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14080.htm =LDR 03131nab a2200493 i 4500 =001 JTE13151 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE13151$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE13151$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aSantarelli, EL.,$eauthor. =245 12$aA Two-Parameter Method for Determining the Fracture Toughness of Materials from Subsized Specimens /$cEL. Santarelli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThe fracture toughness of brittle materials can be determined easily using the Linear Elastic Fracture Mechanics (LEFM) approach, and the only demand for change is the desire to decrease specimen size requirements. Specimen size effect on the normally measured KQ and PMAX/PQ values was revisited in order to establish the suitability of a relationship between these parameters. A linear dependence was confirmed from experimental data of materials as different as isotactic polypropylene, AISI 4140 steel, a titanium alloy, and an aluminum alloy. The load ratio was interpreted as a second parameter, and thorough this dependence, KQ values measured on subsized specimens were extrapolated to linearity conditions PMAX/PQ = 1, determining a value identified as K1.0. When some simple conditions were met, this K1.0 value matched the toughness of evaluated materials. For the analyzed materials, this toughness parameter could be obtained from subsized specimens with important size reduction compared with that needed for KIC valid value determination. Moreover it permitted a simple characterization of material as difficult to characterize as isotactic polypropylene, which initially motivated this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolypropylene. =650 \0$aSubsized specimens. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 14$aLinear elastic fracture mechanics (LEFM) =650 24$aFracture toughness. =650 24$aSubsized specimens. =650 24$aPolypropylene. =650 24$a4140 steel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE13151.htm =LDR 02897nab a2200601 i 4500 =001 JTE12733 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12733$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12733$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aChen, C.,$eauthor. =245 12$aA Procedure to Quantify Organic Antistrip Additives in Asphalt Binders and Mixes /$cC. Chen, AA. Tayebali, DRU Knappe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aStripping is a phenomenon of loss of bond or adhesion between the asphalt binder and the aggregate in asphalt mixes. Stripping frequently results from the presence of water, and most agencies require the use of antistrip additive to control moisture damage. However, there is no simple and quick method for detecting the presence and the amount or percentage of organic antistrip additive in asphalt binders or mixes. This paper presents a procedure based on solid-state spectrophotometry to detect qualitatively and quantitatively the presence of amine-based antistrip additive in asphalt binders and mixes. The developed procedure gives results that are quantifiable and reproducible with low coefficients of variation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aColor index. =650 \0$aLitmus test. =650 \0$aAsphalt mixes. =650 \0$aAsphalt binder. =650 \0$aSpectrophotometer. =650 \0$aAntistrip additive. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete. =650 \0$aMix design. =650 \0$aBinders. =650 14$aAsphalt binder. =650 24$aAsphalt mixes. =650 24$aAntistrip additive. =650 24$aLitmus test. =650 24$aSpectrophotometer. =650 24$aColor index. =700 1\$aTayebali, AA.,$eauthor. =700 1\$aKnappe, DRU,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12733.htm =LDR 02314nab a2200529 i 4500 =001 JTE12749 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12749$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12749$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.6 =082 04$a671.53$223 =100 1\$aMeged, Y.,$eauthor. =245 10$aShot-Peening Effects on Metal Erosion /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aMaterial damage by several erosion processes is caused mainly by high, local, and repetitive loading, resulting in fatigue, cracking, and erosion. One of the surface treatments used to increase material resistance to erosion damage is shot peening. This process induces compressive stresses on the treated surface layer, and increases its resistance to fatigue loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aShot peening. =650 \0$aWeibull plots. =650 \0$aCeramic metals$xErosion. =650 \0$aCeramic metals. =650 \0$aMetal spraying. =650 \0$aMetal-cutting tools$xMaterials. =650 14$aShot peening. =650 24$aErosion. =650 24$aCumulative erosion-time curves. =650 24$aWeibull cumulative distribution function. =650 24$aWeibull plots. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12749.htm =LDR 03242nab a2200541 i 4500 =001 JTE12715 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12715$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12715$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a388 s$223 =100 1\$aHao, P.,$eauthor. =245 12$aA Laboratory Study of the Effectiveness of Various Additives on Moisture Susceptibility of Asphalt Mixtures /$cP. Hao, HY. Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAntistripping additives are used routinely to improve water resistance of asphalt mixtures. Different additives have different improvement effectiveness in water resistance. In this study, the effects of various additives on the moisture susceptibility of asphalt mixture are studied with the retained Marshall stability test, Lottman test, and immersion wheel tracking test. Asphalt mixtures were modified with Portland cement, hydrated lime, lime slurry, and liquid antistripping agents. The results show that the lime-slurry-treated asphalt mixtures have better resistance to moisture susceptibility than mixtures treated with other materials, and have better long-term moisture stability than the liquid antistripping agents. The liquid-antistripping-agent-treated asphalt mixtures have better resistance to moisture stability before long-term aging. Portland-cement-treated asphalt mixtures show slightly improved water resistance. Asphalt mixtures become more resistant to moisture damage through short-term aging. It was confirmed that the Lottman and the immersion tracking methods are better methods to evaluate moisture susceptibility than the retained Marshall stability methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHydrated lime. =650 \0$aAsphalt mixture. =650 \0$aPortland cement. =650 \0$aMoisture susceptibility. =650 \0$aAsphalt$xAdditives. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aAsphalt$xTesting. =650 14$aAsphalt mixture. =650 24$aHydrated lime. =650 24$aPortland cement. =650 24$aLiquid antistripping agent. =650 24$aMoisture susceptibility. =700 1\$aLiu, HY.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12715.htm =LDR 03011nab a2200565 i 4500 =001 JTE100104 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100104$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100104$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531/.382$223 =100 1\$avan Eeten, P.,$eauthor. =245 10$aConstant and Variable Amplitude Cyclic Plasticity in 316L Stainless Steel /$cP. van Eeten, F. Nilsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aIn this paper, cyclic plastic behavior of 316L stainless steel has been investigated through uniaxial experiments. An elasto-plastic material model is proposed that builds on a Chaboche based model that is readily available in commercial FE-software. The model has been calibrated for 316L through cyclic symmetric strain experiments for a strain range up to 4%. Experiments show that strain loading history and strain range have a significant impact on the behavior of the material. The plasticity model available in FE-codes only depends on the maximum equivalent plastic strain though. More complex material models require a significant number of parameters to be calibrated and require extensive experiments to provide the required calibration data. For most applications this calibration effort is too extensive. To include both phenomena of strain history and strain range dependency, at least in a basic manner, a user subroutine was created that aids the material model in describing these dependencies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCyclic. =650 \0$aHardening. =650 \0$aIsotropic. =650 \0$aKinematic. =650 \0$aVariable amplitude. =650 \0$aPlasticity. =650 \0$aCohesion. =650 14$aPlasticity. =650 24$aCyclic. =650 24$aIsotropic. =650 24$aKinematic. =650 24$aHardening. =650 24$aVariable amplitude. =650 24$a316L. =700 1\$aNilsson, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100104.htm =LDR 02649nab a2200505 i 4500 =001 JTE12578 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12578$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12578$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP321 =082 04$a612/.044$223 =100 1\$aLi, M.,$eauthor. =245 10$aExperimental Stability Analysis of a Test System for Doing Fatigue Tests under Random Loading /$cM. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA test system is expected to run without being out of control for a laboratory fatigue test under random loading. In this regard, one needs to avoid two things. One is unexpected overloading at the beginning of the test system runs and the other, unexpected interruptions occurring during a test. This paper explains the importance of setting the cutoff frequency of a test system for dealing with the two control issues mentioned above. The results in this paper suggest a way to avoid the two unstable behaviors of the test system by setting a small cutoff frequency at the beginning of the test but a large cutoff frequency during the test. This work is based experimentally on an Instron 2165 electrohydraulic system for doing laboratory fatigue tests under random loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aControl. =650 \0$aStability. =650 \0$aFatigue test. =650 \0$aExercise Test$xstandards. =650 \0$aFatigue$xpsychology. =650 \0$aRandom Loading. =650 14$aFatigue test. =650 24$aRandom loading. =650 24$aControl. =650 24$aStability. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12578.htm =LDR 03064nab a2200445 i 4500 =001 JTE12536 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12536$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12536$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHG230.5 =082 04$a330$223 =100 1\$aKumar, M.,$eauthor. =245 12$aA Simple Noncontact Displacement Measuring System for Online Bubble Height Measurement During Polymer Bubble Inflation at Elevated Temperature /$cM. Kumar, A. Venkateswara Gupta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aIn thermoforming process, thermoplastic materials are heated up well above their glass transition temperature and formed to the required shape by employing appropriate mold. Material is viscoelastic at that temperature, and its characterization for thermoforming applications are possible using a bubble inflation technique as well as rheology tests. Online bubble height measurement during the bubble inflation test is an important parameter for the material characterization. A simple noncontact displacement measuring system (NCDMS) has been developed and reduced to practice for online bubble height measurement during polymer sheet bubble inflation well above its glass transition temperature. The experimental design procedure and methodology is presented in this paper. The NCDMS measurements have been validated up to the displacement rate 100 mm/s. Bubble inflation has been undertaken at an elevated temperature with different inflation rates and the online bubble height captured using NCDMS. This experimental method is cost effective and shows good repeatability in measurements. This technique has been used for bubble inflation tests up to 90 1pm air flow rate that offered height growth rate of 75 mm/s. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBubble inflation. =650 \0$aInflationTargeting. =650 14$aBubble inflation. =650 24$aNoncontact displacement measurement. =700 1\$aVenkateswara Gupta, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12536.htm =LDR 02537nab a2200517 i 4500 =001 JTE11962 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11962$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11962$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aZhou, L.,$eauthor. =245 10$aMechanical Principles of a New Two-Way Composite Disk Spring Cap for Pile Driving /$cL. Zhou, JB. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe new two-way composite disk spring pile cap cannot only maintain the quality of construction but also improve pile-driving efficiency because the disk spring has both a high recovery coefficient and a high spring constant. In this paper the structural type, mechanical principles, composite disk spring mode of this kind of pile cap, and its pile-driving mechanism are introduced in detail. The results demonstrate that in order to obtain the optimum effect in pile driving one must properly choose the combination mode and compound stiffness of the composite disk spring. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCombination mode. =650 \0$aTwo-way composite. =650 \0$aDisk spring pile cap. =650 \0$aMechanical principles. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aTwo-way composite. =650 24$aDisk spring pile cap. =650 24$aMechanical principles. =650 24$aCombination mode. =700 1\$aChen, JB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11962.htm =LDR 02851nab a2200553 i 4500 =001 JTE12692 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12692$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12692$bASTM =040 \\$