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    Failure of Web-Flange Junction in Postbuckled Pultruded I-Beams

    Source: Journal of Composites for Construction:;1999:;Volume ( 003 ):;issue: 004
    Author:
    Lawrence C. Bank
    ,
    Jianshen Yin
    DOI: 10.1061/(ASCE)1090-0268(1999)3:4(177)
    Publisher: American Society of Civil Engineers
    Abstract: A numerical procedure for analyzing a common and catastrophic failure mode in pultruded composite material I-beams is presented in this paper. Pultruded wide-flange profiles (often referred to as I-beams) exhibit a number of different failure modes when loaded in flexure or axial compression. The particular failure mode of interest to this paper is that due to the local separation of the flange from the web of the profile following local buckling of the flange. A node-separation technique is used to simulate the progressive failure of the joint between the flange and the web of the wide-flange beam in the postbuckled regime. The procedure has been implemented in NIKE3D, a multipurpose nonlinear implicit finite-element code. The fundamentals of the separation algorithm and the mechanics of the implementation in NIKE3D are described. The results of simulations using the proposed procedure are compared with experimental observations.
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      Failure of Web-Flange Junction in Postbuckled Pultruded I-Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54043
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    contributor authorLawrence C. Bank
    contributor authorJianshen Yin
    date accessioned2017-05-08T21:30:21Z
    date available2017-05-08T21:30:21Z
    date copyrightNovember 1999
    date issued1999
    identifier other%28asce%291090-0268%281999%293%3A4%28177%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54043
    description abstractA numerical procedure for analyzing a common and catastrophic failure mode in pultruded composite material I-beams is presented in this paper. Pultruded wide-flange profiles (often referred to as I-beams) exhibit a number of different failure modes when loaded in flexure or axial compression. The particular failure mode of interest to this paper is that due to the local separation of the flange from the web of the profile following local buckling of the flange. A node-separation technique is used to simulate the progressive failure of the joint between the flange and the web of the wide-flange beam in the postbuckled regime. The procedure has been implemented in NIKE3D, a multipurpose nonlinear implicit finite-element code. The fundamentals of the separation algorithm and the mechanics of the implementation in NIKE3D are described. The results of simulations using the proposed procedure are compared with experimental observations.
    publisherAmerican Society of Civil Engineers
    titleFailure of Web-Flange Junction in Postbuckled Pultruded I-Beams
    typeJournal Paper
    journal volume3
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(1999)3:4(177)
    treeJournal of Composites for Construction:;1999:;Volume ( 003 ):;issue: 004
    contenttypeFulltext
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