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    Viscoplastic Finite Element Analysis by Automatic Subincrementing Technique

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 001
    Author:
    T. Y. Chang
    ,
    J. Y. Chen
    ,
    S. C. Chu
    DOI: 10.1061/(ASCE)0733-9399(1988)114:1(80)
    Publisher: American Society of Civil Engineers
    Abstract: An automatic subincrementing technique for numerical integration of viscoplastic constitutive rate equations is investigated for finite element analysis. The technique has two major features: estimate of error and determination of time subincrements for the evaluation of inelastic strains and associated state variables at a material point. For numerical expediency, explicit integration formulas are preferred over the implicit schemes. Numerical experiments for both low and higher order Runge‐Kutta explicit methods are performed. Numerical results indicate that the Euler method appears to be more suitable for the automatic subincrementing procedure. Three examples are included to illustrate the analysis capability of the procedure investigated.
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      Viscoplastic Finite Element Analysis by Automatic Subincrementing Technique

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/76404
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    contributor authorT. Y. Chang
    contributor authorJ. Y. Chen
    contributor authorS. C. Chu
    date accessioned2017-05-08T22:17:27Z
    date available2017-05-08T22:17:27Z
    date copyrightJanuary 1988
    date issued1988
    identifier other40116681.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76404
    description abstractAn automatic subincrementing technique for numerical integration of viscoplastic constitutive rate equations is investigated for finite element analysis. The technique has two major features: estimate of error and determination of time subincrements for the evaluation of inelastic strains and associated state variables at a material point. For numerical expediency, explicit integration formulas are preferred over the implicit schemes. Numerical experiments for both low and higher order Runge‐Kutta explicit methods are performed. Numerical results indicate that the Euler method appears to be more suitable for the automatic subincrementing procedure. Three examples are included to illustrate the analysis capability of the procedure investigated.
    publisherAmerican Society of Civil Engineers
    titleViscoplastic Finite Element Analysis by Automatic Subincrementing Technique
    typeJournal Paper
    journal volume114
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1988)114:1(80)
    treeJournal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 001
    contenttypeFulltext
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