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    An Iterative Approach to Dynamic Elastic-Plastic Analysis

    Source: Journal of Applied Mechanics:;1998:;volume( 065 ):;issue: 004::page 811
    Author:
    F. Giambanco
    ,
    L. Palizzolo
    ,
    L. Cirone
    DOI: 10.1115/1.2791916
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The step-by-step analysis of structures constituted by elastic-plastic finite elements, subjected to an assigned loading history, is here considered. The structure may possess dynamic and/or not dynamic degrees-of-freedom. As it is well-known, at each step of analysis the solution of a linear complementarity problem is required. An iterative method devoted to solving the relevant linear complementarity problem is presented. It is based on the recursive solution of a linear complementarity, problem in which the constraint matrix is block-diagonal and deduced from the matrix of the original linear complementarity problem. The convergence of the procedure is also proved. Some particular cases are examined. Several numerical applications conclude the paper.
    keyword(s): Degrees of freedom , Finite element analysis AND Iterative methods ,
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      An Iterative Approach to Dynamic Elastic-Plastic Analysis

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    https://yetl.yabesh.ir/yetl1/handle/yetl/119832
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    contributor authorF. Giambanco
    contributor authorL. Palizzolo
    contributor authorL. Cirone
    date accessioned2017-05-08T23:55:32Z
    date available2017-05-08T23:55:32Z
    date copyrightDecember, 1998
    date issued1998
    identifier issn0021-8936
    identifier otherJAMCAV-26457#811_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119832
    description abstractThe step-by-step analysis of structures constituted by elastic-plastic finite elements, subjected to an assigned loading history, is here considered. The structure may possess dynamic and/or not dynamic degrees-of-freedom. As it is well-known, at each step of analysis the solution of a linear complementarity problem is required. An iterative method devoted to solving the relevant linear complementarity problem is presented. It is based on the recursive solution of a linear complementarity, problem in which the constraint matrix is block-diagonal and deduced from the matrix of the original linear complementarity problem. The convergence of the procedure is also proved. Some particular cases are examined. Several numerical applications conclude the paper.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAn Iterative Approach to Dynamic Elastic-Plastic Analysis
    typeJournal Paper
    journal volume65
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2791916
    journal fristpage811
    journal lastpage819
    identifier eissn1528-9036
    keywordsDegrees of freedom
    keywordsFinite element analysis AND Iterative methods
    treeJournal of Applied Mechanics:;1998:;volume( 065 ):;issue: 004
    contenttypeFulltext
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