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    The Wrinkling of Thin Membranes: Part II—Numerical Analysis

    Source: Journal of Applied Mechanics:;1987:;volume( 054 ):;issue: 004::page 888
    Author:
    D. G. Roddeman
    ,
    C. W. J. Oomens
    ,
    J. D. Janssen
    ,
    J. Drukker
    DOI: 10.1115/1.3173134
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Using a weighted residual method, a geometrically and physically nonlinear membrane element is derived, which can be used in the analysis of anisotropic membranes. What is special about the formulation is that the wrinkling behavior of the element is incorporated. If wrinkling occurs the stress situation in the element is determined by making use of a modified deformation tensor. A structure may have completely slack regions, leading to a singular stiffness matrix. Because of this we have chosen to use a restricted step method for the iterative solution procedure. A simple shear test is used to compare numerical and analytical results which show good agreement.
    keyword(s): Numerical analysis , Membranes , Stiffness , Deformation , Stress , Shear (Mechanics) AND Tensors ,
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      The Wrinkling of Thin Membranes: Part II—Numerical Analysis

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/102021
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    contributor authorD. G. Roddeman
    contributor authorC. W. J. Oomens
    contributor authorJ. D. Janssen
    contributor authorJ. Drukker
    date accessioned2017-05-08T23:24:01Z
    date available2017-05-08T23:24:01Z
    date copyrightDecember, 1987
    date issued1987
    identifier issn0021-8936
    identifier otherJAMCAV-26288#888_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102021
    description abstractUsing a weighted residual method, a geometrically and physically nonlinear membrane element is derived, which can be used in the analysis of anisotropic membranes. What is special about the formulation is that the wrinkling behavior of the element is incorporated. If wrinkling occurs the stress situation in the element is determined by making use of a modified deformation tensor. A structure may have completely slack regions, leading to a singular stiffness matrix. Because of this we have chosen to use a restricted step method for the iterative solution procedure. A simple shear test is used to compare numerical and analytical results which show good agreement.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Wrinkling of Thin Membranes: Part II—Numerical Analysis
    typeJournal Paper
    journal volume54
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3173134
    journal fristpage888
    journal lastpage892
    identifier eissn1528-9036
    keywordsNumerical analysis
    keywordsMembranes
    keywordsStiffness
    keywordsDeformation
    keywordsStress
    keywordsShear (Mechanics) AND Tensors
    treeJournal of Applied Mechanics:;1987:;volume( 054 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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