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contributor authorHanbin Ge
contributor authorTsutomu Usami
date accessioned2017-05-08T20:56:18Z
date available2017-05-08T20:56:18Z
date copyrightMay 1996
date issued1996
identifier other%28asce%290733-9445%281996%29122%3A5%28573%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32469
description abstractThe present study is aimed at developing a rational design formula for predicting the ultimate strength of steel outstands in compression. To this end, an extensive elastoplastic large displacement finite-element method (FEM) analysis is conducted. The outstand is assumed to have initial out-of-flatness as well as residual stresses. Based on the numerical results, a formula is derived as a function of both magnitude of the initial out-of-flatness and residual stress. The formula is then used to predict the ultimate compressive strength of members with H-sections, and comparisons of the predicted ultimate strengths given by the effective width method are made with those of numerical study and tests. It is found that the proposed formula can be used in the prediction of the ultimate strengths of compression members that have steel outstands.
publisherAmerican Society of Civil Engineers
titleUltimate Strength of Steel Outstands in Compression
typeJournal Paper
journal volume122
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1996)122:5(573)
treeJournal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 005
contenttypeFulltext


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