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    Layerwise Composite Plate Analysis Using an Element Template Methodology

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 005
    Author:
    Weimin Xiao
    ,
    George E. Blandford
    DOI: 10.1061/(ASCE)0733-9399(1998)124:5(587)
    Publisher: American Society of Civil Engineers
    Abstract: An element template methodology is presented to solve composite plate problems using a serendipity hierarchical finite element implementation of Reddy's three-dimensional layerwise theory (1987). This methodology reduces the computational requirements associated with layerwise modeling, provided the plate structure can be represented in terms of only a few unique elements or templates. A diagonally preconditioned conjugate gradient algorithm is used in the template methodology for the solution of the finite element algebraic equations. The developed strategy does not require the formulation of a global stiffness matrix, it only requires the computation and recursive use of the element templates. Sample problems are investigated to prove the validity of the model.
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      Layerwise Composite Plate Analysis Using an Element Template Methodology

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    contributor authorWeimin Xiao
    contributor authorGeorge E. Blandford
    date accessioned2017-05-08T22:38:40Z
    date available2017-05-08T22:38:40Z
    date copyrightMay 1998
    date issued1998
    identifier other%28asce%290733-9399%281998%29124%3A5%28587%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84800
    description abstractAn element template methodology is presented to solve composite plate problems using a serendipity hierarchical finite element implementation of Reddy's three-dimensional layerwise theory (1987). This methodology reduces the computational requirements associated with layerwise modeling, provided the plate structure can be represented in terms of only a few unique elements or templates. A diagonally preconditioned conjugate gradient algorithm is used in the template methodology for the solution of the finite element algebraic equations. The developed strategy does not require the formulation of a global stiffness matrix, it only requires the computation and recursive use of the element templates. Sample problems are investigated to prove the validity of the model.
    publisherAmerican Society of Civil Engineers
    titleLayerwise Composite Plate Analysis Using an Element Template Methodology
    typeJournal Paper
    journal volume124
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1998)124:5(587)
    treeJournal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 005
    contenttypeFulltext
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