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dc.contributor.authorDuanmu, Xiangyong
dc.contributor.authorXu, Dong
dc.contributor.authorTian, Shuaishuai
dc.contributor.authorYu, Chengxu
dc.date.accessioned2026-08-20T21:18:40Z
dc.date.available2026-08-20T21:18:40Z
dc.date.copyright2025/10/07
dc.date.issued2025
dc.identifier.otherJBENF2.BEENG-7129.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314268
dc.description.abstractAbstract This study investigates shear failure in precast concrete segmental beams (PCSBs), especially web shear failure. Four segmental beam tests were conducted with a shear span-to-depth ratio of a / d = 1.96. The beams featured epoxy joints with steel shear keys,...
dc.publisherAmerican Society of Civil Engineers
dc.titleWeb Shear Failure of Precast Concrete Segmental Beams
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue12
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-7129
dc.journal.fristpage04025081-1
dc.journal.lastpage04025081-17
dc.page17
dc.treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 012
dc.contenttypeFulltext


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