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    Parametric Study of Axisymmetric Circular‐Glass Plates

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author:
    C. V. Girija Vallabhan
    ,
    Y. C. Das
    ,
    Manjunatha Ramasamudra
    DOI: 10.1061/(ASCE)0733-9445(1994)120:5(1663)
    Publisher: American Society of Civil Engineers
    Abstract: Thin‐glass window‐glass plates undergo deflections 10 times their thickness before they fail by brittle fracture and, hence, a complete‐elastic large‐deflection analysis of glass plates was found to be necessary to assess the behavior and design of thin‐glass plates. The von Karman nonlinear‐plate theory has been found to be applicable for such analysis. Here, the analysis of axisymmetric‐circular plates subjected to uniformly distributed pressures is made using an iterative procedure. As deflections become large, the maximum stress in the plate is no longer at the center of the plate. The governing differential equations are nondimensionalized, and in the nondimensional maximum‐deflection, stresses are presented in terms of nondimensional‐applied pressure in graphical as well as tabular forms.
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      Parametric Study of Axisymmetric Circular‐Glass Plates

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/31985
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    contributor authorC. V. Girija Vallabhan
    contributor authorY. C. Das
    contributor authorManjunatha Ramasamudra
    date accessioned2017-05-08T20:55:33Z
    date available2017-05-08T20:55:33Z
    date copyrightMay 1994
    date issued1994
    identifier other%28asce%290733-9445%281994%29120%3A5%281663%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31985
    description abstractThin‐glass window‐glass plates undergo deflections 10 times their thickness before they fail by brittle fracture and, hence, a complete‐elastic large‐deflection analysis of glass plates was found to be necessary to assess the behavior and design of thin‐glass plates. The von Karman nonlinear‐plate theory has been found to be applicable for such analysis. Here, the analysis of axisymmetric‐circular plates subjected to uniformly distributed pressures is made using an iterative procedure. As deflections become large, the maximum stress in the plate is no longer at the center of the plate. The governing differential equations are nondimensionalized, and in the nondimensional maximum‐deflection, stresses are presented in terms of nondimensional‐applied pressure in graphical as well as tabular forms.
    publisherAmerican Society of Civil Engineers
    titleParametric Study of Axisymmetric Circular‐Glass Plates
    typeJournal Paper
    journal volume120
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1994)120:5(1663)
    treeJournal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 005
    contenttypeFulltext
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