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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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