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    Discretization Influence on Regularization by Two Localization Limiters

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 006
    Author:
    Antonio Huerta
    ,
    Gilles Pijaudier‐Cabot
    DOI: 10.1061/(ASCE)0733-9399(1994)120:6(1198)
    Publisher: American Society of Civil Engineers
    Abstract: In materials with a strain‐softening characteristic behavior, classical continuum mechanics favors uncontrolled strain localization in numerical analyses. Several methods have been proposed to regularize the problem. Two such localization limiters developed to overcome spurious instabilities in computational failure analysis are examined and compared. A disturbance analysis, on both models, is performed to obtain the closed‐form solution of propagating wave velocities as well as the velocities at which the energy travels. It also shows that in spite of forcing the same stress‐strain response, the wave equation does not yield similar results. Both propagations of waves are dispersive, but the internal length of each model is different when equivalent behavior is desired. In fact, the previously suggested derivations of gradient models from nonlocal integral models were not completely rigorous. The perturbation analysis is pursued in the discrete space where computations are done, and the closed form solutions are also obtained. The finite‐element discretization introduces an added dispersion associated to the regularization technique. Therefore, the influence of the discretization on the localization limiters can be evaluated. The element size must be smaller than the internal length of the models in order to obtain sufficient accuracy.
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      Discretization Influence on Regularization by Two Localization Limiters

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84071
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    contributor authorAntonio Huerta
    contributor authorGilles Pijaudier‐Cabot
    date accessioned2017-05-08T22:37:16Z
    date available2017-05-08T22:37:16Z
    date copyrightJune 1994
    date issued1994
    identifier other%28asce%290733-9399%281994%29120%3A6%281198%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84071
    description abstractIn materials with a strain‐softening characteristic behavior, classical continuum mechanics favors uncontrolled strain localization in numerical analyses. Several methods have been proposed to regularize the problem. Two such localization limiters developed to overcome spurious instabilities in computational failure analysis are examined and compared. A disturbance analysis, on both models, is performed to obtain the closed‐form solution of propagating wave velocities as well as the velocities at which the energy travels. It also shows that in spite of forcing the same stress‐strain response, the wave equation does not yield similar results. Both propagations of waves are dispersive, but the internal length of each model is different when equivalent behavior is desired. In fact, the previously suggested derivations of gradient models from nonlocal integral models were not completely rigorous. The perturbation analysis is pursued in the discrete space where computations are done, and the closed form solutions are also obtained. The finite‐element discretization introduces an added dispersion associated to the regularization technique. Therefore, the influence of the discretization on the localization limiters can be evaluated. The element size must be smaller than the internal length of the models in order to obtain sufficient accuracy.
    publisherAmerican Society of Civil Engineers
    titleDiscretization Influence on Regularization by Two Localization Limiters
    typeJournal Paper
    journal volume120
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1994)120:6(1198)
    treeJournal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 006
    contenttypeFulltext
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