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dc.contributor.authorH. R. Al-Ani
dc.contributor.authorA. A. R. Al-Amiri
dc.date.accessioned2017-05-08T22:27:31Z
dc.date.available2017-05-08T22:27:31Z
dc.date.copyrightDecember 2016
dc.date.issued2016
dc.identifier.other45738021.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/80929
dc.description.abstractThe analysis of numerous cases of failure in shell structures has shown it occurs at stresses lower than the design stresses. The origin of these failures has been attributable to flaws or cracks. To determine which size of crack is admissible, one must study how the structural strength is affected by cracks. In this paper, the analysis is done using a finite-element program developed by the authors. The stress intensity factor,
dc.publisherAmerican Society of Civil Engineers
dc.titleEffect of through Crack Size on Strength of Shell Structures
dc.typeJournal Paper
dc.journal.volume22
dc.journal.issue4
dc.journal.titleJournal of Infrastructure Systems
dc.identifier.doi10.1061/(ASCE)IS.1943-555X.0000179
dc.treeJournal of Infrastructure Systems:;2016:;Volume ( 022 ):;issue: 004
dc.contenttypeFulltext


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