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    Large Deflection Behavior of Simply Supported Laminated Panels Under In-Plane Loading

    Source: Journal of Applied Mechanics:;1985:;volume( 052 ):;issue: 003::page 553
    Author:
    Y. Zhang
    ,
    F. L. Matthews
    DOI: 10.1115/1.3169100
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An analysis is presented for nonbifurcational behavior of flat and curved panels of unsymmetrically laminated composite materials under in-plane loading, either compression or shear. A pair of governing equations in the von Karman sense are solved in conjunction with simply supported boundaries. A series of computations is carried out for panels having different curvatures, different lay-ups, and different materials. The results show that during loading, lateral deflection is involved in panels with unsymmetric cross-ply layers under compression or in those with unsymmetric angle-ply layers under shear. This effect increases deflection of the flat plates under loading and reduces resistance of curved panels against collapse.
    keyword(s): Deflection , Compression , Shear (Mechanics) , Collapse , Composite materials , Electrical resistance , Computation , Equations AND Flat plates ,
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      Large Deflection Behavior of Simply Supported Laminated Panels Under In-Plane Loading

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/99336
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    contributor authorY. Zhang
    contributor authorF. L. Matthews
    date accessioned2017-05-08T23:19:23Z
    date available2017-05-08T23:19:23Z
    date copyrightSeptember, 1985
    date issued1985
    identifier issn0021-8936
    identifier otherJAMCAV-26258#553_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/99336
    description abstractAn analysis is presented for nonbifurcational behavior of flat and curved panels of unsymmetrically laminated composite materials under in-plane loading, either compression or shear. A pair of governing equations in the von Karman sense are solved in conjunction with simply supported boundaries. A series of computations is carried out for panels having different curvatures, different lay-ups, and different materials. The results show that during loading, lateral deflection is involved in panels with unsymmetric cross-ply layers under compression or in those with unsymmetric angle-ply layers under shear. This effect increases deflection of the flat plates under loading and reduces resistance of curved panels against collapse.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleLarge Deflection Behavior of Simply Supported Laminated Panels Under In-Plane Loading
    typeJournal Paper
    journal volume52
    journal issue3
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3169100
    journal fristpage553
    journal lastpage558
    identifier eissn1528-9036
    keywordsDeflection
    keywordsCompression
    keywordsShear (Mechanics)
    keywordsCollapse
    keywordsComposite materials
    keywordsElectrical resistance
    keywordsComputation
    keywordsEquations AND Flat plates
    treeJournal of Applied Mechanics:;1985:;volume( 052 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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