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    Failure of Unidirectionally Reinforced Composites with Frictional Matrix

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 011
    Author:
    Radoslaw L. Michalowski
    ,
    Aigen Zhao
    DOI: 10.1061/(ASCE)0733-9399(1996)122:11(1086)
    Publisher: American Society of Civil Engineers
    Abstract: A failure criterion for a composite with a frictional matrix and unidirectionally oriented tensile inclusions is presented. The frictional matrix is comprised of granular material with or without cohesion. An energy-based homogenization technique is used to derive the macroscopic stress state associated with the limit state of the composite. The failure condition for a composite with long inclusions is expressed as a piecewise function, and a closed-form representation is given. A numerical scheme is presented for finding the collapse criterion for a composite reinforced with short fibers. Conditions derived can be used, for instance, to describe collapse of reinforced soils. A solution to a boundary value problem is presented, using the method of characteristics for solving the set of hyperbolic-type partial differential equations. A peculiar type of stress discontinuity is found, characteristic of plastic stress fields in anisotropic materials.
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      Failure of Unidirectionally Reinforced Composites with Frictional Matrix

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    https://yetl.yabesh.ir/yetl1/handle/yetl/84335
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    contributor authorRadoslaw L. Michalowski
    contributor authorAigen Zhao
    date accessioned2017-05-08T22:37:48Z
    date available2017-05-08T22:37:48Z
    date copyrightNovember 1996
    date issued1996
    identifier other%28asce%290733-9399%281996%29122%3A11%281086%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84335
    description abstractA failure criterion for a composite with a frictional matrix and unidirectionally oriented tensile inclusions is presented. The frictional matrix is comprised of granular material with or without cohesion. An energy-based homogenization technique is used to derive the macroscopic stress state associated with the limit state of the composite. The failure condition for a composite with long inclusions is expressed as a piecewise function, and a closed-form representation is given. A numerical scheme is presented for finding the collapse criterion for a composite reinforced with short fibers. Conditions derived can be used, for instance, to describe collapse of reinforced soils. A solution to a boundary value problem is presented, using the method of characteristics for solving the set of hyperbolic-type partial differential equations. A peculiar type of stress discontinuity is found, characteristic of plastic stress fields in anisotropic materials.
    publisherAmerican Society of Civil Engineers
    titleFailure of Unidirectionally Reinforced Composites with Frictional Matrix
    typeJournal Paper
    journal volume122
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1996)122:11(1086)
    treeJournal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 011
    contenttypeFulltext
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