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    A Boundary Element Method Without Internal Cells for Two-Dimensional and Three-Dimensional Elastoplastic Problems

    Source: Journal of Applied Mechanics:;2002:;volume( 069 ):;issue: 002::page 154
    Author:
    X.-W. Gao
    DOI: 10.1115/1.1433478
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, a new and simple boundary element method without internal cells is presented for the analysis of elastoplastic problems, based on an effective transformation technique from domain integrals to boundary integrals. The strong singularities appearing in internal stress integral equations are removed by transforming the domain integrals to the boundary. Other weakly singular domain integrals are transformed to the boundary by approximating the initial stresses with radial basis functions combined with polynomials in global coordinates. Three numerical examples are presented to demonstrate the validity and effectiveness of the proposed method.
    keyword(s): Stress , Boundary element methods , Functions , Integral equations , Polynomials AND Equations ,
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      A Boundary Element Method Without Internal Cells for Two-Dimensional and Three-Dimensional Elastoplastic Problems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/126308
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    contributor authorX.-W. Gao
    date accessioned2017-05-09T00:06:41Z
    date available2017-05-09T00:06:41Z
    date copyrightMarch, 2002
    date issued2002
    identifier issn0021-8936
    identifier otherJAMCAV-26532#154_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/126308
    description abstractIn this paper, a new and simple boundary element method without internal cells is presented for the analysis of elastoplastic problems, based on an effective transformation technique from domain integrals to boundary integrals. The strong singularities appearing in internal stress integral equations are removed by transforming the domain integrals to the boundary. Other weakly singular domain integrals are transformed to the boundary by approximating the initial stresses with radial basis functions combined with polynomials in global coordinates. Three numerical examples are presented to demonstrate the validity and effectiveness of the proposed method.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Boundary Element Method Without Internal Cells for Two-Dimensional and Three-Dimensional Elastoplastic Problems
    typeJournal Paper
    journal volume69
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.1433478
    journal fristpage154
    journal lastpage160
    identifier eissn1528-9036
    keywordsStress
    keywordsBoundary element methods
    keywordsFunctions
    keywordsIntegral equations
    keywordsPolynomials AND Equations
    treeJournal of Applied Mechanics:;2002:;volume( 069 ):;issue: 002
    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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