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contributor authorJ. W. Ju
contributor authorTsung-Muh Chen
date accessioned2017-05-08T23:43:22Z
date available2017-05-08T23:43:22Z
date copyrightJune, 1994
date issued1994
identifier issn0021-8936
identifier otherJAMCAV-26356#358_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/113122
description abstractIn Part I of this series, basic formulations of stationary micromechanical theory and overall responses are presented for two-dimensional brittle solids with randomly dispersed microcracks. The basic formulations hinge on an ensemble average approach which includes pairwise microcrack interactions. In this paper, statistical micromechanical evolutionary models are proposed to account for “cleavage 1” growth of randomly oriented and located microcracks under microcrack interaction effects. Biaxial tension/compression loadings are also considered to take into account mixed microcrack opening and closure effects. Efficient numerical integration algorithms for the proposed ensemble averaged constitutive equations are subsequently given. Further, uniaxial and biaxial tests are presented to illustrate the proposed models and procedures. Finally, a higher-order microcrack interaction model within the proposed micromechanical framework is discussed.
publisherThe American Society of Mechanical Engineers (ASME)
titleEffective Elastic Moduli of Two-Dimensional Brittle Solids With Interacting Microcracks, Part II: Evolutionary Damage Models
typeJournal Paper
journal volume61
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2901452
journal fristpage358
journal lastpage366
identifier eissn1528-9036
keywordsSolids
keywordsBrittleness
keywordsElastic moduli
keywordsMicrocracks
keywordsTension
keywordsHinges
keywordsAlgorithms
keywordsConstitutive equations AND Compression
treeJournal of Applied Mechanics:;1994:;volume( 061 ):;issue: 002
contenttypeFulltext


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