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    Wave Propagation in a Strain‐Softening Bar:Exact Solution

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 003
    Author:
    Zdeněk P. Bažant
    ,
    Ted B. Belytschko
    DOI: 10.1061/(ASCE)0733-9399(1985)111:3(381)
    Publisher: American Society of Civil Engineers
    Abstract: A closed‐form solution is given for a one‐dimensional bar which undergoes strain strain softening., a gradual decline of stress to zero at increasing strain). It is shown that strain softening can occur in the interior of a body, and that The length of the strain‐softening region tends to localize into a point, which agrees with what was previously shown by stability analysis for static situations. The stress in the strain‐softening cross section drops to zero instantly, regardless of the shape of the strain‐softening diagram, and the total energy dissipated in the strain‐softening domain of the bar is found to vanish. Despite these unpleasant features, the problem apparently possesses a solution for certain boundary and initial conditions. However, the fact that the energy dissipation in the strain‐softening process vanishes is not representative of the experimentally observed behavior of real strain‐softening materials such as concrete or geomaterials.
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      Wave Propagation in a Strain‐Softening Bar:Exact Solution

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    http://yetl.yabesh.ir/yetl1/handle/yetl/73742
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    contributor authorZdeněk P. Bažant
    contributor authorTed B. Belytschko
    date accessioned2017-05-08T22:12:43Z
    date available2017-05-08T22:12:43Z
    date copyrightMarch 1985
    date issued1985
    identifier other%28asce%290733-9399%281985%29111%3A3%28381%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73742
    description abstractA closed‐form solution is given for a one‐dimensional bar which undergoes strain strain softening., a gradual decline of stress to zero at increasing strain). It is shown that strain softening can occur in the interior of a body, and that The length of the strain‐softening region tends to localize into a point, which agrees with what was previously shown by stability analysis for static situations. The stress in the strain‐softening cross section drops to zero instantly, regardless of the shape of the strain‐softening diagram, and the total energy dissipated in the strain‐softening domain of the bar is found to vanish. Despite these unpleasant features, the problem apparently possesses a solution for certain boundary and initial conditions. However, the fact that the energy dissipation in the strain‐softening process vanishes is not representative of the experimentally observed behavior of real strain‐softening materials such as concrete or geomaterials.
    publisherAmerican Society of Civil Engineers
    titleWave Propagation in a Strain‐Softening Bar:Exact Solution
    typeJournal Paper
    journal volume111
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1985)111:3(381)
    treeJournal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 003
    contenttypeFulltext
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