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dc.contributor.authorHasegawa, Kunio
dc.contributor.authorLi, Yinsheng
dc.contributor.authorStrnadel, Bohumír
dc.contributor.authorUdyawar, Anees
dc.date.accessioned2022-05-08T08:39:32Z
dc.date.available2022-05-08T08:39:32Z
dc.date.copyright2/14/2022 12:00:00 AM
dc.date.issued2022
dc.identifier.issn0094-9930
dc.identifier.otherpvt_144_05_051305.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4284175
dc.description.abstractFully plastic collapse stresses for circumferentially part-through cracked pipes subjected to bending stresses are estimated by limit load criteria provided by the ASME Code Section XI. Allowable crack depths were determined by using the limit load criteria and that are tabulated in the ASME Code Section XI for different plant service-level conditions. On the other hand, crack penetration bending stresses for part-through cracked pipes were estimated by using the local approach of limit load criteria. By using these criteria, the study presented in this paper obtained allowable crack depths at penetration for circumferentially part-through cracked pipes. Comparing the allowable crack depths obtained by both methods for each service level, it is evident that the allowable crack depths at penetration calculated by the local approach of limit load criteria are almost always smaller than those at fully plastic collapse stresses calculated by the limit load criteria. It was found that the allowable crack depths provided by the ASME Code Section XI are less conservative for crack penetrations.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleAllowable Cracks Related to Penetration for Part-Through Cracks in Pipes Subjected to Bending Stresses
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue5
dc.journal.titleJournal of Pressure Vessel Technology
dc.identifier.doi10.1115/1.4053482
dc.journal.fristpage51305-1
dc.journal.lastpage51305-6
dc.page6
dc.treeJournal of Pressure Vessel Technology:;2022:;volume( 144 ):;issue: 005
dc.contenttypeFulltext


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