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    Singular Integration in Variationally Coupled FE‐BE Method

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 004
    Author:
    T. Beiytschko
    ,
    Y. Y. Lu
    DOI: 10.1061/(ASCE)0733-9399(1991)117:4(820)
    Publisher: American Society of Civil Engineers
    Abstract: In the variationally coupled finite element‐boundary element method, the terms involving tractions on the interface are eliminated. A single variational principle is obtained for both the finite element and boundary element subdomains. However, the domain integrals that appear in this principle involve the singular fundamental solution. A new technique is proposed wherein these singular domain integrals are transformed to boundary integrals. Numerical examples show that the present method improves the accuracy of the results remarkably and decreases computation time compared with the domain integral method. In the “coupled patch test,” consisting of a constant strain field in an arbitrarily skewed patch of zones, the maximum errors for the variationally coupled method is 0.03%, whereas in the stiffness coupling and traction‐matching coupling methods, the maximum errors are 16% and 5%, respectively. Excellent results are also obtained for the variationally coupled solution of single‐edged notched specimens.
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      Singular Integration in Variationally Coupled FE‐BE Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/83470
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    contributor authorT. Beiytschko
    contributor authorY. Y. Lu
    date accessioned2017-05-08T22:36:15Z
    date available2017-05-08T22:36:15Z
    date copyrightApril 1991
    date issued1991
    identifier other%28asce%290733-9399%281991%29117%3A4%28820%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83470
    description abstractIn the variationally coupled finite element‐boundary element method, the terms involving tractions on the interface are eliminated. A single variational principle is obtained for both the finite element and boundary element subdomains. However, the domain integrals that appear in this principle involve the singular fundamental solution. A new technique is proposed wherein these singular domain integrals are transformed to boundary integrals. Numerical examples show that the present method improves the accuracy of the results remarkably and decreases computation time compared with the domain integral method. In the “coupled patch test,” consisting of a constant strain field in an arbitrarily skewed patch of zones, the maximum errors for the variationally coupled method is 0.03%, whereas in the stiffness coupling and traction‐matching coupling methods, the maximum errors are 16% and 5%, respectively. Excellent results are also obtained for the variationally coupled solution of single‐edged notched specimens.
    publisherAmerican Society of Civil Engineers
    titleSingular Integration in Variationally Coupled FE‐BE Method
    typeJournal Paper
    journal volume117
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1991)117:4(820)
    treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 004
    contenttypeFulltext
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