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    Orthotropic Laminates on Elastic Foundation under Transverse Force

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 011
    Author:
    Chun‐Fu Chen
    ,
    Daniel Frederick
    DOI: 10.1061/(ASCE)0733-9399(1990)116:11(2434)
    Publisher: American Society of Civil Engineers
    Abstract: An indentation problem of infinite specially orthotropic laminates on an elastic foundation is solved. The applied load is taken to be uniformly distributed over a finite but small rectangular area. Friction between the laminate and foundation is neglected. The Fourier transform technique is used to formulate and solve the problem in the Fourier domain. The inverse transformation is performed by using the Gaussian integration scheme, in which symmetry of the transformed responses due to material orthotropy is employed. Distributions of interlaminar normal and shear stresses in the vicinity of the applied load are found and the variation of the stresses through the thickness in the interior and at the layer interfaces is displayed. Dependence of the stress components on the material orthotropy is found. The effect of the foundation stiffness on the interlaminar normal stress is also investigated.
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      Orthotropic Laminates on Elastic Foundation under Transverse Force

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81464
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    contributor authorChun‐Fu Chen
    contributor authorDaniel Frederick
    date accessioned2017-05-08T22:29:29Z
    date available2017-05-08T22:29:29Z
    date copyrightNovember 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A11%282434%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81464
    description abstractAn indentation problem of infinite specially orthotropic laminates on an elastic foundation is solved. The applied load is taken to be uniformly distributed over a finite but small rectangular area. Friction between the laminate and foundation is neglected. The Fourier transform technique is used to formulate and solve the problem in the Fourier domain. The inverse transformation is performed by using the Gaussian integration scheme, in which symmetry of the transformed responses due to material orthotropy is employed. Distributions of interlaminar normal and shear stresses in the vicinity of the applied load are found and the variation of the stresses through the thickness in the interior and at the layer interfaces is displayed. Dependence of the stress components on the material orthotropy is found. The effect of the foundation stiffness on the interlaminar normal stress is also investigated.
    publisherAmerican Society of Civil Engineers
    titleOrthotropic Laminates on Elastic Foundation under Transverse Force
    typeJournal Paper
    journal volume116
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:11(2434)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 011
    contenttypeFulltext
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