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    Structural Finite-Element Analysis with New Interface Model

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 003
    Author:
    H. Y. Yang
    ,
    M. L. Wang
    ,
    X. M. Chen
    DOI: 10.1061/(ASCE)0733-9399(1997)123:3(276)
    Publisher: American Society of Civil Engineers
    Abstract: The constitutive model of interface behavior in quasi-brittle materials developed by the writers is incorporated with the finite-element method. The procedure and problems about the formulation of interface element are analyzed in detail. The three-term recursive equation is modified to ensure the convergency of the dynamic relaxation process in the softening stage of the present study. A simple way of realizing the prescribed displacement constraint conditions is suggested for the dynamic relaxation iterative process. A finite-element code, SANIM (Structural Analysis with a New Interface Model), which can be used in quasi-brittle material structure analysis for different purposes, is developed. Numerical results were compared favorably with the experimental results of a rock salt specimen under direct tension.
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      Structural Finite-Element Analysis with New Interface Model

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    contributor authorH. Y. Yang
    contributor authorM. L. Wang
    contributor authorX. M. Chen
    date accessioned2017-05-08T22:38:16Z
    date available2017-05-08T22:38:16Z
    date copyrightMarch 1997
    date issued1997
    identifier other%28asce%290733-9399%281997%29123%3A3%28276%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84570
    description abstractThe constitutive model of interface behavior in quasi-brittle materials developed by the writers is incorporated with the finite-element method. The procedure and problems about the formulation of interface element are analyzed in detail. The three-term recursive equation is modified to ensure the convergency of the dynamic relaxation process in the softening stage of the present study. A simple way of realizing the prescribed displacement constraint conditions is suggested for the dynamic relaxation iterative process. A finite-element code, SANIM (Structural Analysis with a New Interface Model), which can be used in quasi-brittle material structure analysis for different purposes, is developed. Numerical results were compared favorably with the experimental results of a rock salt specimen under direct tension.
    publisherAmerican Society of Civil Engineers
    titleStructural Finite-Element Analysis with New Interface Model
    typeJournal Paper
    journal volume123
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1997)123:3(276)
    treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 003
    contenttypeFulltext
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