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contributor authorRalf Peek
date accessioned2017-05-08T22:39:15Z
date available2017-05-08T22:39:15Z
date copyrightMay 2000
date issued2000
identifier other%28asce%290733-9399%282000%29126%3A5%28455%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85186
description abstractA simple analytical solution for the bifurcation buckling of a cylinder under axial loading is provided including finite-strain effects. Thus, the small strain theory result of Batterman is generalized. In addition to the thin shell theory solution (excluding shear deformations), a solution including shear deformation effects is also given. All solutions can be evaluated for either the flow or deformation theory of plasticity. The finite-strain constitutive theory used is one in which small strain type relationships apply between the Jauman rate of the Kirchhoff stress tensor and the deformation rate tensor. The analytical results are compared to finite-element analyses to test the validity of the assumptions made. The solutions are explicit. Starting with a point on the stress-strain curve, one calculates explicitly the diameter-to-thickness ratio
publisherAmerican Society of Civil Engineers
titleAxisymmetric Wrinkling of Cylinders with Finite Strain
typeJournal Paper
journal volume126
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2000)126:5(455)
treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 005
contenttypeFulltext


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