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    Ultimate Strength of Steel Outstands in Compression

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author:
    Hanbin Ge
    ,
    Tsutomu Usami
    DOI: 10.1061/(ASCE)0733-9445(1996)122:5(573)
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Ultimate Strength of Steel Outstands in Compression

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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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