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    Unbonded Contact of a Square Plate on an Elastic Half-Space or a Winkler Foundation

    Source: Journal of Applied Mechanics:;1988:;volume( 055 ):;issue: 002::page 430
    Author:
    Hui Li
    ,
    J. P. Dempsey
    DOI: 10.1115/1.3173694
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The unbonded frictionless receding contact problem of a thin plate placed under centrally symmetric vertical loading while resting on an elastic half-space or a Winkler foundation is solved in this paper. The problem is transformed into the solution of two-coupled integral-series equations over an unknown contact region. The problem is nonlinear by virtue of unilateral contact and therefore needs to be solved iteratively. Special attention is given to the edge and corner contact pressure singularities for the plate on the elastic half-space. Comparison is made with other relevant numerical results available.
    keyword(s): Elastic half space , Equations , Pressure AND Corners (Structural elements) ,
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      Unbonded Contact of a Square Plate on an Elastic Half-Space or a Winkler Foundation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/103552
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    contributor authorHui Li
    contributor authorJ. P. Dempsey
    date accessioned2017-05-08T23:26:37Z
    date available2017-05-08T23:26:37Z
    date copyrightJune, 1988
    date issued1988
    identifier issn0021-8936
    identifier otherJAMCAV-26294#430_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/103552
    description abstractThe unbonded frictionless receding contact problem of a thin plate placed under centrally symmetric vertical loading while resting on an elastic half-space or a Winkler foundation is solved in this paper. The problem is transformed into the solution of two-coupled integral-series equations over an unknown contact region. The problem is nonlinear by virtue of unilateral contact and therefore needs to be solved iteratively. Special attention is given to the edge and corner contact pressure singularities for the plate on the elastic half-space. Comparison is made with other relevant numerical results available.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleUnbonded Contact of a Square Plate on an Elastic Half-Space or a Winkler Foundation
    typeJournal Paper
    journal volume55
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3173694
    journal fristpage430
    journal lastpage436
    identifier eissn1528-9036
    keywordsElastic half space
    keywordsEquations
    keywordsPressure AND Corners (Structural elements)
    treeJournal of Applied Mechanics:;1988:;volume( 055 ):;issue: 002
    contenttypeFulltext
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