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contributor authorDusan Krajcinovic
contributor authorDragoslav Sumarac
contributor authorMichal Basista
date accessioned2017-05-08T23:34:34Z
date available2017-05-08T23:34:34Z
date copyrightJune, 1991
date issued1991
identifier issn0021-8936
identifier otherJAMCAV-26332#305_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108019
description abstractThe paper suggests a phenomenological damage theory for perfectly brittle response of solids. The theory is based on the micromechanics of brittle deformation processes. The inelastic change of the compliance is identified as the flux and a properly averaged energy release rate as the affinity. The paper identifies conditions under which the damage potential exists. The proposed model is illustrated on the examples of plain concrete specimens subjected to uniaxial tension and compression.
publisherThe American Society of Mechanical Engineers (ASME)
titleMicromechanically Inspired Phenomenological Damage Model
typeJournal Paper
journal volume58
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2897186
journal fristpage305
journal lastpage310
identifier eissn1528-9036
keywordsDeformation
keywordsSolids
keywordsConcretes
keywordsBrittleness
keywordsMicromechanics (Engineering)
keywordsCompression AND Tension
treeJournal of Applied Mechanics:;1991:;volume( 058 ):;issue: 002
contenttypeFulltext


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