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dc.contributor.authorKang, Ji-Hoon
dc.contributor.authorAlmomani, Belal
dc.contributor.authorChang, Yoon-Suk
dc.date.accessioned2022-05-08T08:35:03Z
dc.date.available2022-05-08T08:35:03Z
dc.date.copyright10/8/2021 12:00:00 AM
dc.date.issued2021
dc.identifier.issn0094-9930
dc.identifier.otherpvt_144_01_011505.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4284111
dc.description.abstractAccurate estimation of elastic-plastic fracture mechanics (EPFM) parameters for a crack in nuclear pipes was considered as an important factor for leak-before-break design and evaluation. Yet few EPFM studies have been made to predict the crack opening displacement and J-integral of dissimilar metal welded pipes, which consist of two-layered materials (TLMs), due to the difficulty of complicate analysis encompassing both through-wall crack and internal surface crack in radial and circumferential directions. In this study, a series of finite element analyses to determine the typical EPFM parameters were carried out considering idealized complex-cracked pipes with TLMs. The analyses were elaborated through applying three loading conditions of axial tension, bending moment, and internal pressure. Both J-integral and crack opening displacement values were calculated by assuming two kinds of equivalent materials based on weighted average concepts as well as two different materials. The proposed equivalent schemes can be utilized in not only improving the expansion to existing solutions but also in more accurate detailed leak-before-break assessment of complex cracked nuclear piping with TLMs.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleEPFM Analyses of a Complex Crack in Dissimilar Metal Welded Pipes
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue1
dc.journal.titleJournal of Pressure Vessel Technology
dc.identifier.doi10.1115/1.4052398
dc.journal.fristpage11505-1
dc.journal.lastpage11505-9
dc.page9
dc.treeJournal of Pressure Vessel Technology:;2021:;volume( 144 ):;issue: 001
dc.contenttypeFulltext


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