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    Analytical Model of Curved I-Girder Web Panels Subjected to Bending

    Source: Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 003
    Author:
    James S. Davidson
    ,
    Scott R. Ballance
    ,
    Chai H. Yoo
    DOI: 10.1061/(ASCE)1084-0702(1999)4:3(204)
    Publisher: American Society of Civil Engineers
    Abstract: Curvature greatly complicates the behavior of curved plate girders used in bridges. The out-of-plane “bulging” displacement of the curved web results in an increase in stress, which must be considered in the design of plate girders with significant curvature. The currently used
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      Analytical Model of Curved I-Girder Web Panels Subjected to Bending

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/50449
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    • Journal of Bridge Engineering

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    contributor authorJames S. Davidson
    contributor authorScott R. Ballance
    contributor authorChai H. Yoo
    date accessioned2017-05-08T21:24:44Z
    date available2017-05-08T21:24:44Z
    date copyrightAugust 1999
    date issued1999
    identifier other%28asce%291084-0702%281999%294%3A3%28204%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50449
    description abstractCurvature greatly complicates the behavior of curved plate girders used in bridges. The out-of-plane “bulging” displacement of the curved web results in an increase in stress, which must be considered in the design of plate girders with significant curvature. The currently used
    publisherAmerican Society of Civil Engineers
    titleAnalytical Model of Curved I-Girder Web Panels Subjected to Bending
    typeJournal Paper
    journal volume4
    journal issue3
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(1999)4:3(204)
    treeJournal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 003
    contenttypeFulltext
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