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    Response of a Semi-Infinite Elastic Solid to an Arbitrary Line Load Along the Axis

    Source: Journal of Applied Mechanics:;1971:;volume( 038 ):;issue: 004::page 906
    Author:
    G. L. Agrawal
    ,
    W. G. Gottenberg
    DOI: 10.1115/1.3408974
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The axisymmetric problem of a line load acting along the axis of a semi-infinite elastic solid is solved using Hankel transforms. In this solution the line load is interpreted as a body force loading and by assuming the line load to be of the form of a Dirac delta function the solution of Mindlin’s problem of a point load within the interior of the half space is obtained. Solutions of this problem presented in the literature have been obtained using semi-inverse techniques whereas the solution given here is obtained in a systematic step-by-step manner.
    keyword(s): Stress , Elastic half space AND Force ,
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      Response of a Semi-Infinite Elastic Solid to an Arbitrary Line Load Along the Axis

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    contributor authorG. L. Agrawal
    contributor authorW. G. Gottenberg
    date accessioned2017-05-09T00:47:24Z
    date available2017-05-09T00:47:24Z
    date copyrightDecember, 1971
    date issued1971
    identifier issn0021-8936
    identifier otherJAMCAV-25950#906_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/147800
    description abstractThe axisymmetric problem of a line load acting along the axis of a semi-infinite elastic solid is solved using Hankel transforms. In this solution the line load is interpreted as a body force loading and by assuming the line load to be of the form of a Dirac delta function the solution of Mindlin’s problem of a point load within the interior of the half space is obtained. Solutions of this problem presented in the literature have been obtained using semi-inverse techniques whereas the solution given here is obtained in a systematic step-by-step manner.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleResponse of a Semi-Infinite Elastic Solid to an Arbitrary Line Load Along the Axis
    typeJournal Paper
    journal volume38
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3408974
    journal fristpage906
    journal lastpage910
    identifier eissn1528-9036
    keywordsStress
    keywordsElastic half space AND Force
    treeJournal of Applied Mechanics:;1971:;volume( 038 ):;issue: 004
    contenttypeFulltext
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