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    Nonlinear Behavior of Cylindrical Web Panels

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 002
    Author:
    Ichizou Mikami
    ,
    Kazuo Furanishi
    DOI: 10.1061/(ASCE)0733-9399(1984)110:2(239)
    Publisher: American Society of Civil Engineers
    Abstract: Cylindrical web panels of horizontally curved plate girders subjected to pure bending and combined bending and shear are analyzed on the basis of Washizu's nonlinear theory of thin shells. A set of nonlinear differential equations is solved by the use of finite difference method. Nonlinear properties of the deflection and the distributions of various stresses are investigated from the numerical results. Furthermore, the results obtained by this analysis are compared with those given by Culver et al.
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      Nonlinear Behavior of Cylindrical Web Panels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/72019
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    contributor authorIchizou Mikami
    contributor authorKazuo Furanishi
    date accessioned2017-05-08T22:08:05Z
    date available2017-05-08T22:08:05Z
    date copyrightFebruary 1984
    date issued1984
    identifier other%28asce%290733-9399%281984%29110%3A2%28239%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72019
    description abstractCylindrical web panels of horizontally curved plate girders subjected to pure bending and combined bending and shear are analyzed on the basis of Washizu's nonlinear theory of thin shells. A set of nonlinear differential equations is solved by the use of finite difference method. Nonlinear properties of the deflection and the distributions of various stresses are investigated from the numerical results. Furthermore, the results obtained by this analysis are compared with those given by Culver et al.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Behavior of Cylindrical Web Panels
    typeJournal Paper
    journal volume110
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1984)110:2(239)
    treeJournal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 002
    contenttypeFulltext
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