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    Stiffened Flanges Containing Openings

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 010
    Author:
    Nandivaram E. Shanmugam
    ,
    Palaniappa Paramasivam
    ,
    Seng‐Lip Lee
    DOI: 10.1061/(ASCE)0733-9445(1986)112:10(2234)
    Publisher: American Society of Civil Engineers
    Abstract: An approximate method for the analysis of stiffened flange plates, containing circular or square openings and loaded axially, is presented. The method allows for the loss in stiffness of plates by making use of the “effective width” concept. Systematic experiments that have been carried out on smallscale steel models of perforated stiffened plates are reported. The experimental results show that satisfactory prediction of ultimate loads can be obtained by the proposed method.
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      Stiffened Flanges Containing Openings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29671
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    contributor authorNandivaram E. Shanmugam
    contributor authorPalaniappa Paramasivam
    contributor authorSeng‐Lip Lee
    date accessioned2017-05-08T20:51:48Z
    date available2017-05-08T20:51:48Z
    date copyrightOctober 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A10%282234%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29671
    description abstractAn approximate method for the analysis of stiffened flange plates, containing circular or square openings and loaded axially, is presented. The method allows for the loss in stiffness of plates by making use of the “effective width” concept. Systematic experiments that have been carried out on smallscale steel models of perforated stiffened plates are reported. The experimental results show that satisfactory prediction of ultimate loads can be obtained by the proposed method.
    publisherAmerican Society of Civil Engineers
    titleStiffened Flanges Containing Openings
    typeJournal Paper
    journal volume112
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:10(2234)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 010
    contenttypeFulltext
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