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    Nonlinear Free Vibration of Laminated Composite Plates

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 001
    Author:
    Alavandi Bhimaraddi
    DOI: 10.1061/(ASCE)0733-9399(1992)118:1(174)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the nonlinear vibration of composite plates has been presented. Usually in the nonlinear analysis of plates, the von Karman‐type formulation is followed because it is possible to obtain the complete solution once the solution for lateral displacement is assumed. In this paper an extension of the von Karman formulation has been presented for the first time. In this formulation the resulting governing equations are nonlinear in all the displacement parameters of the plate. Due to the highly nonlinear nature of the equations, the straightforward solution techniques usually adopted in the nonlinear plate analysis cannot be used. To circumvent this problem, a regular perturbation technique has been used to obtain the solution. Numerical results presented for simply supported plates indicate that the von Karman‐type formulation is quite satisfactory. This may also be viewed as a validation of the von Karman approach to nonlinear plate analysis.
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      Nonlinear Free Vibration of Laminated Composite Plates

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    contributor authorAlavandi Bhimaraddi
    date accessioned2017-05-08T22:36:28Z
    date available2017-05-08T22:36:28Z
    date copyrightJanuary 1992
    date issued1992
    identifier other%28asce%290733-9399%281992%29118%3A1%28174%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83585
    description abstractIn this paper the nonlinear vibration of composite plates has been presented. Usually in the nonlinear analysis of plates, the von Karman‐type formulation is followed because it is possible to obtain the complete solution once the solution for lateral displacement is assumed. In this paper an extension of the von Karman formulation has been presented for the first time. In this formulation the resulting governing equations are nonlinear in all the displacement parameters of the plate. Due to the highly nonlinear nature of the equations, the straightforward solution techniques usually adopted in the nonlinear plate analysis cannot be used. To circumvent this problem, a regular perturbation technique has been used to obtain the solution. Numerical results presented for simply supported plates indicate that the von Karman‐type formulation is quite satisfactory. This may also be viewed as a validation of the von Karman approach to nonlinear plate analysis.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Free Vibration of Laminated Composite Plates
    typeJournal Paper
    journal volume118
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1992)118:1(174)
    treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 001
    contenttypeFulltext
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