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    Accuracy of Two Stress Update Algorithms for Shear-Free Large Deformation Paths

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 006
    Author:
    Antonio Rodríguez-Ferran
    ,
    Antonio Huerta
    DOI: 10.1061/(ASCE)0733-9399(1999)125:6(715)
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of two stress update algorithms for shear-free large deformation paths is analyzed. The first algorithm has a truncation error of order 1. The second algorithm has a truncation error of order 2. As a consequence, the global performance of the second algorithm is clearly superior. However, for the particular case of shear-free deformation paths, the first algorithm correctly predicts null shear stresses, while the second one does not. This behavior was reported in a previous paper for an extension-rotation test. In this note a general shear-free deformation path is considered in full detail.
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      Accuracy of Two Stress Update Algorithms for Shear-Free Large Deformation Paths

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    contributor authorAntonio Rodríguez-Ferran
    contributor authorAntonio Huerta
    date accessioned2017-05-08T22:38:58Z
    date available2017-05-08T22:38:58Z
    date copyrightJune 1999
    date issued1999
    identifier other%28asce%290733-9399%281999%29125%3A6%28715%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85018
    description abstractThe behavior of two stress update algorithms for shear-free large deformation paths is analyzed. The first algorithm has a truncation error of order 1. The second algorithm has a truncation error of order 2. As a consequence, the global performance of the second algorithm is clearly superior. However, for the particular case of shear-free deformation paths, the first algorithm correctly predicts null shear stresses, while the second one does not. This behavior was reported in a previous paper for an extension-rotation test. In this note a general shear-free deformation path is considered in full detail.
    publisherAmerican Society of Civil Engineers
    titleAccuracy of Two Stress Update Algorithms for Shear-Free Large Deformation Paths
    typeJournal Paper
    journal volume125
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1999)125:6(715)
    treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 006
    contenttypeFulltext
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