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    Plane Contact of an Elastic Layer Supported by a Winkler Foundation

    Source: Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 004::page 974
    Author:
    J. P. Dempsey
    ,
    Z. G. Zhao
    ,
    L. Minnetyan
    ,
    H. Li
    DOI: 10.1115/1.2897670
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Plane contact problems of an elastic, homogeneous, and isotropic layer supported by a Winkler foundation are studied in this paper. The elastic layer has a finite depth and infinite in-plane dimensions. The upper surface of the layer is in plane contact with a rigid indenter. The particular applications studied in this paper are formulated by first providing the solution for a line load. For the case of a rigid cylinder, the upper portion of the load deflection response is modeled using beam theory with wrapping. The contact pressure distributions for the relatively flexible foundation cases can be accurately determined from the wrapping theory.
    keyword(s): Pressure , Dimensions , Stress , Cylinders AND Deflection ,
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      Plane Contact of an Elastic Layer Supported by a Winkler Foundation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/106359
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    contributor authorJ. P. Dempsey
    contributor authorZ. G. Zhao
    contributor authorL. Minnetyan
    contributor authorH. Li
    date accessioned2017-05-08T23:31:40Z
    date available2017-05-08T23:31:40Z
    date copyrightDecember, 1990
    date issued1990
    identifier issn0021-8936
    identifier otherJAMCAV-26328#974_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/106359
    description abstractPlane contact problems of an elastic, homogeneous, and isotropic layer supported by a Winkler foundation are studied in this paper. The elastic layer has a finite depth and infinite in-plane dimensions. The upper surface of the layer is in plane contact with a rigid indenter. The particular applications studied in this paper are formulated by first providing the solution for a line load. For the case of a rigid cylinder, the upper portion of the load deflection response is modeled using beam theory with wrapping. The contact pressure distributions for the relatively flexible foundation cases can be accurately determined from the wrapping theory.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePlane Contact of an Elastic Layer Supported by a Winkler Foundation
    typeJournal Paper
    journal volume57
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2897670
    journal fristpage974
    journal lastpage980
    identifier eissn1528-9036
    keywordsPressure
    keywordsDimensions
    keywordsStress
    keywordsCylinders AND Deflection
    treeJournal of Applied Mechanics:;1990:;volume( 057 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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