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dc.contributor.authorN. Fares
dc.date.accessioned2017-05-08T23:37:16Z
dc.date.available2017-05-08T23:37:16Z
dc.date.copyrightAugust, 1992
dc.date.issued1992
dc.identifier.issn0003-6900
dc.identifier.otherAMREAD-25630#336_1.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/109559
dc.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.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleEffective Stiffness of Cracked Elastic Solids
dc.typeJournal Paper
dc.journal.volume45
dc.journal.issue8
dc.journal.titleApplied Mechanics Reviews
dc.identifier.doi10.1115/1.3119762
dc.journal.fristpage336
dc.journal.lastpage345
dc.identifier.eissn0003-6900
dc.keywordsSolids
dc.keywordsStiffness
dc.keywordsShear (Mechanics)
dc.keywordsFracture (Materials)
dc.keywordsFracture (Process) AND Approximation
dc.treeApplied Mechanics Reviews:;1992:;volume( 045 ):;issue: 008
dc.contenttypeFulltext


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