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contributor authorS. Nair
contributor authorE. Reissner
date accessioned2017-05-08T23:00:16Z
date available2017-05-08T23:00:16Z
date copyrightMarch, 1976
date issued1976
identifier issn0021-8936
identifier otherJAMCAV-26051#75_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/88392
description abstractWe analyze the effect of anisotropy on beam flexibility by the derivation of upper and lower bounds, through use of the principles of minimum potential and complementary energy, for the load-deflection ratios of narrow rectangular cross-section cantilever beams. The basic assumption is a class of stress-strain relations of such nature that normal strains are caused not only by normal stresses but also by shearing stresses, and shearing strains are caused not only by shearing stresses but also by normal stresses.
publisherThe American Society of Mechanical Engineers (ASME)
titleOn the Determination of Stresses and Deflections for Anisotropic Homogeneous Cantilever Beams
typeJournal Paper
journal volume43
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3423799
journal fristpage75
journal lastpage80
identifier eissn1528-9036
keywordsCantilever beams
keywordsStress
keywordsDeflection
keywordsShearing
keywordsPlasticity
keywordsAnisotropy AND Stress-strain relations
treeJournal of Applied Mechanics:;1976:;volume( 043 ):;issue: 001
contenttypeFulltext


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