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dc.contributor.authorGao, Han
dc.contributor.authorYang, Bo
dc.contributor.authorLiu, Zi-Kang
dc.contributor.authorElchalakani, Mohamed
dc.contributor.authorShen, Le
dc.date.accessioned2026-08-20T12:18:46Z
dc.date.available2026-08-20T12:18:46Z
dc.date.copyright2025/07/18
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-14523.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313351
dc.description.abstractAbstractIn recent years, superhigh tension bolts (SHTB) with ultimate strengths exceeding 1,400 MPa have been increasingly utilized in steel structures due to their significant economic and environmental advantages. However, the performance of these high-...
dc.publisherAmerican Society of Civil Engineers
dc.titlePostfire Constitutive Model and Fracture Performance of Grade 14.9 Superhigh Tension Bolts
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue10
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-14523
dc.journal.fristpage04025147-1
dc.journal.lastpage04025147-21
dc.page21
dc.treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
dc.contenttypeFulltext


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