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    Bending Solution for Thick Plates with Quadrangular Boundary

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 001
    Author:
    K. M. Liew
    ,
    J.-B. Han
    DOI: 10.1061/(ASCE)0733-9399(1998)124:1(9)
    Publisher: American Society of Civil Engineers
    Abstract: A numerical solution technique, which is based on the differential quadrature method, is presented for investigation of the static characteristics of thick Reissner/Mindlin plates on quandrangular planforms. The basic idea of the solution technique is: (1) to map an arbitrary straight-sided quadrilateral physical domain onto a unit-square computational domain by using the subparametric mapping concept; (2) to transform, with this geometric mapping, the governing differential equations and boundary conditions of the plate from the physical domain into the computational domain; and (3) to discretize, by using the differential quadrature procedure, the transformed system equations into a set of linear algebraic equations. Detailed mathematical formulations of this solution technique for the bending analysis of arbitrary quadrilateral Reissner/Mindlin plates with straight sides are described. The bending solutions are calculated for uniformly loaded plates with trapezoidal and irregular quadrilateral boundaries. These example problems simply demonstrate the convergence, accuracy, versatility, and simplicity of the analysis method.
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      Bending Solution for Thick Plates with Quadrangular Boundary

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84684
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    • Journal of Engineering Mechanics

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    contributor authorK. M. Liew
    contributor authorJ.-B. Han
    date accessioned2017-05-08T22:38:25Z
    date available2017-05-08T22:38:25Z
    date copyrightJanuary 1998
    date issued1998
    identifier other%28asce%290733-9399%281998%29124%3A1%289%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84684
    description abstractA numerical solution technique, which is based on the differential quadrature method, is presented for investigation of the static characteristics of thick Reissner/Mindlin plates on quandrangular planforms. The basic idea of the solution technique is: (1) to map an arbitrary straight-sided quadrilateral physical domain onto a unit-square computational domain by using the subparametric mapping concept; (2) to transform, with this geometric mapping, the governing differential equations and boundary conditions of the plate from the physical domain into the computational domain; and (3) to discretize, by using the differential quadrature procedure, the transformed system equations into a set of linear algebraic equations. Detailed mathematical formulations of this solution technique for the bending analysis of arbitrary quadrilateral Reissner/Mindlin plates with straight sides are described. The bending solutions are calculated for uniformly loaded plates with trapezoidal and irregular quadrilateral boundaries. These example problems simply demonstrate the convergence, accuracy, versatility, and simplicity of the analysis method.
    publisherAmerican Society of Civil Engineers
    titleBending Solution for Thick Plates with Quadrangular Boundary
    typeJournal Paper
    journal volume124
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1998)124:1(9)
    treeJournal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 001
    contenttypeFulltext
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