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    Warping Effects in Transverse Bending of Thin‐Walled Beams

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 006
    Author:
    K. D. Hjelmstad
    DOI: 10.1061/(ASCE)0733-9399(1987)113:6(907)
    Publisher: American Society of Civil Engineers
    Abstract: A beam theory which accounts for cross‐sectional warping caused by transverse shearing is presented. A stress resultant theory is formulated for elastic beams, and examples are provided to assess the effects of warping restraint. The ideas are extended to the case of elastoplastic warping. A numerical formulation for the analysis of the inelastic problem is presented and examples of elastoplastic warping are given.
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      Warping Effects in Transverse Bending of Thin‐Walled Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/76653
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    contributor authorK. D. Hjelmstad
    date accessioned2017-05-08T22:17:50Z
    date available2017-05-08T22:17:50Z
    date copyrightJune 1987
    date issued1987
    identifier other%28asce%290733-9399%281987%29113%3A6%28907%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76653
    description abstractA beam theory which accounts for cross‐sectional warping caused by transverse shearing is presented. A stress resultant theory is formulated for elastic beams, and examples are provided to assess the effects of warping restraint. The ideas are extended to the case of elastoplastic warping. A numerical formulation for the analysis of the inelastic problem is presented and examples of elastoplastic warping are given.
    publisherAmerican Society of Civil Engineers
    titleWarping Effects in Transverse Bending of Thin‐Walled Beams
    typeJournal Paper
    journal volume113
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1987)113:6(907)
    treeJournal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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