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    Ultimate Load Behavior of Trapezoidal Steel Decks

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 008
    Author:
    Nandivaram E. Shanmugam
    ,
    Seng‐Lip Lee
    DOI: 10.1061/(ASCE)0733-9445(1984)110:8(1747)
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports the experimental investigations that have been carried out to study the ultimate strength and behavior of trapezoidal steel flooring units. The steel deck models were subjected to pure bending loads and the failure was found to occur either due to yielding of compression flange or due to web buckling. Stiffening the compression flange increased the ultimate load significantly. Simple theories using the effective width concept are shown to give reasonably accurate predictions of the failure loads.
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      Ultimate Load Behavior of Trapezoidal Steel Decks

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    contributor authorNandivaram E. Shanmugam
    contributor authorSeng‐Lip Lee
    date accessioned2017-05-08T20:51:18Z
    date available2017-05-08T20:51:18Z
    date copyrightAugust 1984
    date issued1984
    identifier other%28asce%290733-9445%281984%29110%3A8%281747%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29369
    description abstractThis paper reports the experimental investigations that have been carried out to study the ultimate strength and behavior of trapezoidal steel flooring units. The steel deck models were subjected to pure bending loads and the failure was found to occur either due to yielding of compression flange or due to web buckling. Stiffening the compression flange increased the ultimate load significantly. Simple theories using the effective width concept are shown to give reasonably accurate predictions of the failure loads.
    publisherAmerican Society of Civil Engineers
    titleUltimate Load Behavior of Trapezoidal Steel Decks
    typeJournal Paper
    journal volume110
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1984)110:8(1747)
    treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 008
    contenttypeFulltext
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