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    Nonlinear Analysis of Moderately Thick Laminated Rectangular Plates

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 008
    Author:
    K. K. Shukla
    ,
    Y. Nath
    DOI: 10.1061/(ASCE)0733-9399(2000)126:8(831)
    Publisher: American Society of Civil Engineers
    Abstract: Analytical solutions to the geometrically nonlinear boundary value problems of laminated-composite plate undergoing moderately large deformations and subjected to various boundary conditions are presented in this paper. The nonlinear coupled partial differential equations are linearized using a quadratic extrapolation technique. The spatial discretization of the linear differential equations is carried out using fast-converging Chebyshev polynomials. A convergence study reveals that 8–10 terms of expansion of the function is sufficient to yield quite accurate results. The results for uniformly loaded, moderately thick laminated-composite plates with simply supported immovable edges, clamped immovable edges, free edges, and their combinations are presented. Some new results are presented, and it is observed that the present method is efficient and less expensive.
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      Nonlinear Analysis of Moderately Thick Laminated Rectangular Plates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85241
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    contributor authorK. K. Shukla
    contributor authorY. Nath
    date accessioned2017-05-08T22:39:20Z
    date available2017-05-08T22:39:20Z
    date copyrightAugust 2000
    date issued2000
    identifier other%28asce%290733-9399%282000%29126%3A8%28831%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85241
    description abstractAnalytical solutions to the geometrically nonlinear boundary value problems of laminated-composite plate undergoing moderately large deformations and subjected to various boundary conditions are presented in this paper. The nonlinear coupled partial differential equations are linearized using a quadratic extrapolation technique. The spatial discretization of the linear differential equations is carried out using fast-converging Chebyshev polynomials. A convergence study reveals that 8–10 terms of expansion of the function is sufficient to yield quite accurate results. The results for uniformly loaded, moderately thick laminated-composite plates with simply supported immovable edges, clamped immovable edges, free edges, and their combinations are presented. Some new results are presented, and it is observed that the present method is efficient and less expensive.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Analysis of Moderately Thick Laminated Rectangular Plates
    typeJournal Paper
    journal volume126
    journal issue8
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2000)126:8(831)
    treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 008
    contenttypeFulltext
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