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contributor authorDusan Krajcinovic
date accessioned2017-05-08T22:59:13Z
date available2017-05-08T22:59:13Z
date copyrightAugust, 1975
date issued1975
identifier issn1087-1357
identifier otherJMSEFK-27626#873_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/87807
description abstractPresented is a practical and efficient method for the analysis of arbitrarily supported sandwich beams. Based on the previously derived set of governing variational equations, the present method utilizes familiar transfer matrix procedure. Final solutions for the displacement and stresses consist of two terms reflecting correspondingly the conventional (solid) beam bending and the cross-sectional distortion. The proposed method is illustrated in a few examples and the results are plotted for a wide range of geometric and material parameters.
publisherThe American Society of Mechanical Engineers (ASME)
titleSandwich Beams with Arbitrary Boundary Conditions
typeJournal Paper
journal volume97
journal issue3
journal titleJournal of Manufacturing Science and Engineering
identifier doi10.1115/1.3438695
journal fristpage873
journal lastpage880
identifier eissn1528-8935
keywordsStress
keywordsBoundary-value problems
keywordsDisplacement AND Equations
treeJournal of Manufacturing Science and Engineering:;1975:;volume( 097 ):;issue: 003
contenttypeFulltext


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