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    Analysis of Moderately Thick Circular Plates Using Differential Quadrature Method

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 012
    Author:
    J.-B. Han
    ,
    K. M. Liew
    DOI: 10.1061/(ASCE)0733-9399(1997)123:12(1247)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the axisymmetric bending analysis of moderately thick circular plates based on the Reissner-Mindlin plate theory is conducted numerically by using the differential quadrature (DQ) method. The governing equations and boundary conditions of the problem are transformed by the DQ procedures into a set of linear algebraic equations, from which the solutions of the problem are determined. Several example plate problems are presented in detail to reveal the convergence characteristics, accuracy, and versatility of the DQ method for the bending analysis of Reissner-Mindlin plates subject to various boundary conditions and loading conditions. The results from the numerical simulations are compared with the exact solutions to validate the accuracy of the DQ method. A comparison between the DQ results and the finite element solutions for the example plate problems is also made.
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      Analysis of Moderately Thick Circular Plates Using Differential Quadrature Method

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84535
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    contributor authorJ.-B. Han
    contributor authorK. M. Liew
    date accessioned2017-05-08T22:38:12Z
    date available2017-05-08T22:38:12Z
    date copyrightDecember 1997
    date issued1997
    identifier other%28asce%290733-9399%281997%29123%3A12%281247%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84535
    description abstractIn this paper, the axisymmetric bending analysis of moderately thick circular plates based on the Reissner-Mindlin plate theory is conducted numerically by using the differential quadrature (DQ) method. The governing equations and boundary conditions of the problem are transformed by the DQ procedures into a set of linear algebraic equations, from which the solutions of the problem are determined. Several example plate problems are presented in detail to reveal the convergence characteristics, accuracy, and versatility of the DQ method for the bending analysis of Reissner-Mindlin plates subject to various boundary conditions and loading conditions. The results from the numerical simulations are compared with the exact solutions to validate the accuracy of the DQ method. A comparison between the DQ results and the finite element solutions for the example plate problems is also made.
    publisherAmerican Society of Civil Engineers
    titleAnalysis of Moderately Thick Circular Plates Using Differential Quadrature Method
    typeJournal Paper
    journal volume123
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1997)123:12(1247)
    treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 012
    contenttypeFulltext
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