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    Postbuckling Behavior of Unsymmetrically Layered Anisotropic Rectangular Plates

    Source: Journal of Applied Mechanics:;1974:;volume( 041 ):;issue: 001::page 155
    Author:
    C. Y. Chia
    ,
    M. K. Prabhakara
    DOI: 10.1115/1.3423213
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An analysis for the postbuckling behavior of unsymmetrically layered rectangular anisotropic plates is presented. Each layer is assumed to have arbitrary thickness, elastic properties, and orientation of orthotropic axes with respect to the plate axes. The governing nonlinear differential equations in the sense of von Karman are solved in conjunction with boundary conditions for clamped edges by use of the multiple Fourier method. In the case of simply supported edges, a solution based on the method is also obtained for unsymmetrical angle-ply plates. In the examples, a nine-term approximation to each series is used and load-deflection relations, bending moments, membrane forces are presented for clamped cross-ply and angle-ply and simply supported angle-ply plates with various aspect ratios. Numerical results obtained from the present solution are, in special cases, compared with available data.
    keyword(s): Plates (structures) , Approximation , Boundary-value problems , Deflection , Membranes , Nonlinear differential equations , Thickness , Force , Elasticity AND Stress ,
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      Postbuckling Behavior of Unsymmetrically Layered Anisotropic Rectangular Plates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/164539
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    contributor authorC. Y. Chia
    contributor authorM. K. Prabhakara
    date accessioned2017-05-09T01:37:44Z
    date available2017-05-09T01:37:44Z
    date copyrightMarch, 1974
    date issued1974
    identifier issn0021-8936
    identifier otherJAMCAV-26002#155_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/164539
    description abstractAn analysis for the postbuckling behavior of unsymmetrically layered rectangular anisotropic plates is presented. Each layer is assumed to have arbitrary thickness, elastic properties, and orientation of orthotropic axes with respect to the plate axes. The governing nonlinear differential equations in the sense of von Karman are solved in conjunction with boundary conditions for clamped edges by use of the multiple Fourier method. In the case of simply supported edges, a solution based on the method is also obtained for unsymmetrical angle-ply plates. In the examples, a nine-term approximation to each series is used and load-deflection relations, bending moments, membrane forces are presented for clamped cross-ply and angle-ply and simply supported angle-ply plates with various aspect ratios. Numerical results obtained from the present solution are, in special cases, compared with available data.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePostbuckling Behavior of Unsymmetrically Layered Anisotropic Rectangular Plates
    typeJournal Paper
    journal volume41
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3423213
    journal fristpage155
    journal lastpage162
    identifier eissn1528-9036
    keywordsPlates (structures)
    keywordsApproximation
    keywordsBoundary-value problems
    keywordsDeflection
    keywordsMembranes
    keywordsNonlinear differential equations
    keywordsThickness
    keywordsForce
    keywordsElasticity AND Stress
    treeJournal of Applied Mechanics:;1974:;volume( 041 ):;issue: 001
    contenttypeFulltext
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