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    Elastic Buckling of Incomplete Composite Plates

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 001
    Author:
    Koichi Sato
    DOI: 10.1061/(ASCE)0733-9399(1992)118:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: This paper offers a set of partial differential equations designed to enable elastic buckling analysis of incomplete composite plates with regard to the thickness of a steel plate. The paper also analyzes the relationship of critical loads among complete composite plates, incomplete composite plates, and individual plates that do not interact with regard to simply supported rectangular composite plates.
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      Elastic Buckling of Incomplete Composite Plates

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    https://yetl.yabesh.ir/yetl1/handle/yetl/83581
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    contributor authorKoichi Sato
    date accessioned2017-05-08T22:36:27Z
    date available2017-05-08T22:36:27Z
    date copyrightJanuary 1992
    date issued1992
    identifier other%28asce%290733-9399%281992%29118%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83581
    description abstractThis paper offers a set of partial differential equations designed to enable elastic buckling analysis of incomplete composite plates with regard to the thickness of a steel plate. The paper also analyzes the relationship of critical loads among complete composite plates, incomplete composite plates, and individual plates that do not interact with regard to simply supported rectangular composite plates.
    publisherAmerican Society of Civil Engineers
    titleElastic Buckling of Incomplete Composite Plates
    typeJournal Paper
    journal volume118
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1992)118:1(1)
    treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 001
    contenttypeFulltext
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