| ||Format||Pages||Price|| |
|PDF (192K)||10||$25||  ADD TO CART|
|Complete Source PDF (2.8M)||119||$55||  ADD TO CART|
Cite this document
A number of modes of failure peculiar to sandwich construction are described, and their relations to allowable stresses and allowable loads are discussed. For purposes of simplicity and brevity, the discussion is limited to strips of sandwich construction loaded as beams or columns.
Norris, Charles B.
Engineer, Forest Products Laboratory, U. S. Department of Agriculture, Madison, Wis.