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contributor authorA. Chiskis
contributor authorR. Parnes
date accessioned2017-05-09T00:01:41Z
date available2017-05-09T00:01:41Z
date copyrightSeptember, 2000
date issued2000
identifier issn0021-8936
identifier otherJAMCAV-26157#460_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/123227
description abstractWarping due to torsion of closed thin-wall elastic members having constant thickness is investigated under the assumption of small strain but with arbitrary isotropic shear stress-strain laws. Based on a derived general criterion, it is shown that there exists a class of cross-sections which undergo no warping. For cases where warping exists, an example of simplified calculations, using the derived expressions, is presented for warping of a thin-wall rectangle. [S0021-8936(00)03503-0]
publisherThe American Society of Mechanical Engineers (ASME)
titleOn Torsion of Closed Thin-Wall Members With Arbitrary Stress-Strain Laws: A General Criterion for Cross Sections Exhibiting No Warping
typeJournal Paper
journal volume67
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.1313821
journal fristpage460
journal lastpage464
identifier eissn1528-9036
keywordsStress
keywordsCross section (Physics)
keywordsTorsion
keywordsWarping
keywordsThickness AND Thin wall structures
treeJournal of Applied Mechanics:;2000:;volume( 067 ):;issue: 003
contenttypeFulltext


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