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    Instability of Nonlocal Continuum and Strain Averaging

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 010
    Author:
    Zdeněk P. Bažant
    ,
    Ta‐Peng Chang
    DOI: 10.1061/(ASCE)0733-9399(1984)110:10(1441)
    Publisher: American Society of Civil Engineers
    Abstract: Nonlocal continuum, in which the (macroscopic smoothed‐out) stress at a point is a function of a weighted average of (macroscopic smoothed‐out) strains in the vicinity of the point, are of interest for modeling of heterogeneous materials, especially in finite element analysis. However, the choice of the weighting function is not entirely empirical but must satisfy two stability conditions for the elastic case: (1) No eigenstates of nonzero strain at zero stress, called unresisted deformation, may exist; and (2) the wave propagation speed must be real and positive if the material is elastic. It is shown that some weighting functions, including one used in the past, do not meet these conditions, and modifications to meet them are shown. Similar restrictions are deduced for discrete weighting functions for finite element analysis. For some cases, they are found to differ substantially from the restriction for the case of a continuum if the averaging extends only over a few finite elements.
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      Instability of Nonlocal Continuum and Strain Averaging

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    contributor authorZdeněk P. Bažant
    contributor authorTa‐Peng Chang
    date accessioned2017-05-08T22:07:02Z
    date available2017-05-08T22:07:02Z
    date copyrightOctober 1984
    date issued1984
    identifier other%28asce%290733-9399%281984%29110%3A10%281441%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71686
    description abstractNonlocal continuum, in which the (macroscopic smoothed‐out) stress at a point is a function of a weighted average of (macroscopic smoothed‐out) strains in the vicinity of the point, are of interest for modeling of heterogeneous materials, especially in finite element analysis. However, the choice of the weighting function is not entirely empirical but must satisfy two stability conditions for the elastic case: (1) No eigenstates of nonzero strain at zero stress, called unresisted deformation, may exist; and (2) the wave propagation speed must be real and positive if the material is elastic. It is shown that some weighting functions, including one used in the past, do not meet these conditions, and modifications to meet them are shown. Similar restrictions are deduced for discrete weighting functions for finite element analysis. For some cases, they are found to differ substantially from the restriction for the case of a continuum if the averaging extends only over a few finite elements.
    publisherAmerican Society of Civil Engineers
    titleInstability of Nonlocal Continuum and Strain Averaging
    typeJournal Paper
    journal volume110
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1984)110:10(1441)
    treeJournal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 010
    contenttypeFulltext
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