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contributor authorN. Fares
date accessioned2017-05-08T23:37:16Z
date available2017-05-08T23:37:16Z
date copyrightAugust, 1992
date issued1992
identifier issn0003-6900
identifier otherAMREAD-25630#336_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/109559
description abstractThis paper discusses the elastic stiffness reduction that accompanies cracking. Basic results are illustrated using simple examples and general approaches of determining the effective stiffness of cracked solids are reviewed. Various approximate methods of obtaining the effective stiffness of cracked solids are demonstrated for the case of aligned uniform cracks. These methods include the dilute approximation, self-consistent method, Mori-Tanaka’s method, differential scheme and shear lag model. Finally, recent numerical results of 3-D periodically cracked solids with high interaction are presented and discussed.
publisherThe American Society of Mechanical Engineers (ASME)
titleEffective Stiffness of Cracked Elastic Solids
typeJournal Paper
journal volume45
journal issue8
journal titleApplied Mechanics Reviews
identifier doi10.1115/1.3119762
journal fristpage336
journal lastpage345
identifier eissn0003-6900
keywordsSolids
keywordsStiffness
keywordsShear (Mechanics)
keywordsFracture (Materials)
keywordsFracture (Process) AND Approximation
treeApplied Mechanics Reviews:;1992:;volume( 045 ):;issue: 008
contenttypeFulltext


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