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    Engineering Large Deflection Theory for Thick Plates

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 005
    Author:
    George Z. Voyiadjis
    ,
    Shahram Sarkani
    DOI: 10.1061/(ASCE)0733-9399(1989)115:5(935)
    Publisher: American Society of Civil Engineers
    Abstract: A refined theory for the bending of plates with moderately large deflections is proposed. The presented theory is an extension of the technical theory of plates for small strains. The plate theory presented by Voyiadjis and Baluch incorporates rotatory inertia. The proposed equations governing the bending of plates take into account all transverse effects including the transverse normal strain. The transverse normal strain is introduced through a transverse displacement function
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      Engineering Large Deflection Theory for Thick Plates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/80209
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    contributor authorGeorge Z. Voyiadjis
    contributor authorShahram Sarkani
    date accessioned2017-05-08T22:24:56Z
    date available2017-05-08T22:24:56Z
    date copyrightMay 1989
    date issued1989
    identifier other%28asce%290733-9399%281989%29115%3A5%28935%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80209
    description abstractA refined theory for the bending of plates with moderately large deflections is proposed. The presented theory is an extension of the technical theory of plates for small strains. The plate theory presented by Voyiadjis and Baluch incorporates rotatory inertia. The proposed equations governing the bending of plates take into account all transverse effects including the transverse normal strain. The transverse normal strain is introduced through a transverse displacement function
    publisherAmerican Society of Civil Engineers
    titleEngineering Large Deflection Theory for Thick Plates
    typeJournal Paper
    journal volume115
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1989)115:5(935)
    treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 005
    contenttypeFulltext
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