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contributor authorKoichiro Kawashima
contributor authorShigeo Obata
date accessioned2017-05-08T22:09:50Z
date available2017-05-08T22:09:50Z
date copyrightJune 1984
date issued1984
identifier other%28asce%290733-9399%281984%29110%3A6%281005%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72620
description abstractPost-buckling behavior of inelastic columns is analyzed by taking account of the reversed plasticity which follows elastic unloading in the convex side of the column with an increase of the lateral deflection. The effect of the reversed plasticity on the load-carrying capacity is discussed for a pin-ended column made of the linear hardening plastic body which obeys the isotropic, kinematic or a combined hardening rule for reversed loading. It is shown that just after incipience of the reversed plasticity the load-deflection curves falls significantly compared with the case in which elastic unloading is only considered.
publisherAmerican Society of Civil Engineers
titleReversed Yield and Plastic Buckling
typeJournal Paper
journal volume110
journal issue6
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1984)110:6(1005)
treeJournal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 006
contenttypeFulltext


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