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    Stresses in Layered Glass Units and Monolithic Glass Plates

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author:
    C. V. Girija Vallabhan
    ,
    Joseph E. Minor
    ,
    Sesha R. Nagalla
    DOI: 10.1061/(ASCE)0733-9445(1987)113:1(36)
    Publisher: American Society of Civil Engineers
    Abstract: Theoretical stress analyses of thin glass plates are applied to monolithic and layered (two plates with no connection) systems to establish limits of behavior for laminated (two plates with interlayer) systems. Behaviors of monolithic and layered systems are related by a “strength factor,” which establishes a ratio between maximum stresses in monolithic systems and those in comparable layered systems. Under some conditions of geometry and lateral pressure this ratio exceeds 1.0.
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      Stresses in Layered Glass Units and Monolithic Glass Plates

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    contributor authorC. V. Girija Vallabhan
    contributor authorJoseph E. Minor
    contributor authorSesha R. Nagalla
    date accessioned2017-05-08T20:52:11Z
    date available2017-05-08T20:52:11Z
    date copyrightJanuary 1987
    date issued1987
    identifier other%28asce%290733-9445%281987%29113%3A1%2836%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29904
    description abstractTheoretical stress analyses of thin glass plates are applied to monolithic and layered (two plates with no connection) systems to establish limits of behavior for laminated (two plates with interlayer) systems. Behaviors of monolithic and layered systems are related by a “strength factor,” which establishes a ratio between maximum stresses in monolithic systems and those in comparable layered systems. Under some conditions of geometry and lateral pressure this ratio exceeds 1.0.
    publisherAmerican Society of Civil Engineers
    titleStresses in Layered Glass Units and Monolithic Glass Plates
    typeJournal Paper
    journal volume113
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1987)113:1(36)
    treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 001
    contenttypeFulltext
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