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contributor authorGuo Chuenmei
date accessioned2017-05-08T20:51:15Z
date available2017-05-08T20:51:15Z
date copyrightJune 1984
date issued1984
identifier other%28asce%290733-9445%281984%29110%3A6%281391%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29328
description abstractA nonlinear, large deformation, finite element analysis is presented for the elastoplastic buckling of thin-walled members with initial imperfection subjected to pressure loading. A combined method of increment and one step Newton-Raphson self-correction is used to trace the nonlinear load-displcement path. Buckling behavior of single angle columns is reported and comparison of computed and test results is given.
publisherAmerican Society of Civil Engineers
titleElastoplastic Buckling of Single Angle Columns
typeJournal Paper
journal volume110
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1984)110:6(1391)
treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 006
contenttypeFulltext


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