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    Numerical Implementation of A Model With Directional Distortional Hardening

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 012
    Author:
    René Marek
    ,
    Jiří Plešek
    ,
    Zbyněk Hrubý
    ,
    Slavomír Parma
    ,
    Heidi P. Feigenbaum
    ,
    Yannis F. Dafalias
    DOI: 10.1061/(ASCE)EM.1943-7889.0000954
    Publisher: American Society of Civil Engineers
    Abstract: The presented work outlines and tests a finite-element (FE) implementation of a simple directional distortional hardening model. The evolution equations of internal variables are based on the Armstrong–Frederick evanescent memory-type hardening rule, and the associative flow rule is adopted. The directional distortion of the yield function is governed by the contraction of the backstress tensor with the so-called unit radial tensor, and incorporates a fixed scalar distortional parameter. Therefore, the variety of possible shapes of predicted subsequent yield surfaces is limited. The tangent stiffness–radial corrector method with fine subincrementation is used. This implementation is verified by comparing numerical results with analytical solutions pertinent to proportional load cases and semianalytical solutions for nonproportional loadings. The template of the whole implementation is included in the Appendix.
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      Numerical Implementation of A Model With Directional Distortional Hardening

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81828
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    • Journal of Engineering Mechanics

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    contributor authorRené Marek
    contributor authorJiří Plešek
    contributor authorZbyněk Hrubý
    contributor authorSlavomír Parma
    contributor authorHeidi P. Feigenbaum
    contributor authorYannis F. Dafalias
    date accessioned2017-05-08T22:30:49Z
    date available2017-05-08T22:30:49Z
    date copyrightDecember 2015
    date issued2015
    identifier other47710947.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81828
    description abstractThe presented work outlines and tests a finite-element (FE) implementation of a simple directional distortional hardening model. The evolution equations of internal variables are based on the Armstrong–Frederick evanescent memory-type hardening rule, and the associative flow rule is adopted. The directional distortion of the yield function is governed by the contraction of the backstress tensor with the so-called unit radial tensor, and incorporates a fixed scalar distortional parameter. Therefore, the variety of possible shapes of predicted subsequent yield surfaces is limited. The tangent stiffness–radial corrector method with fine subincrementation is used. This implementation is verified by comparing numerical results with analytical solutions pertinent to proportional load cases and semianalytical solutions for nonproportional loadings. The template of the whole implementation is included in the Appendix.
    publisherAmerican Society of Civil Engineers
    titleNumerical Implementation of A Model With Directional Distortional Hardening
    typeJournal Paper
    journal volume141
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000954
    treeJournal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 012
    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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