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Experimental Study on the Fatigue Performance of the Rib-to-Deck Connection between Diaphragms of L-Rib OSDs

dc.contributor.authorXu, Xiuli
dc.contributor.authorZhang, Shunyu
dc.contributor.authorMa, Zhijiao
dc.contributor.authorWang, Rengui
dc.contributor.authorWang, Haixiao
dc.contributor.authorWu, Chong
dc.contributor.authorLi, Zhijun
dc.contributor.authorDing, Xu
dc.contributor.authorLi, Xuehong
dc.date.accessioned2026-08-20T21:19:07Z
dc.date.available2026-08-20T21:19:07Z
dc.date.copyright2025/09/18
dc.date.issued2025
dc.identifier.otherJBENF2.BEENG-7367.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314280
dc.description.abstractAbstract The issue of fatigue cracking in double-sided welded closed U-rib orthotropic steel bridge decks (OSDs) is a global problem that limits the service life and structural safety of steel bridges. To enhance the fatigue resistance performance of ...
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental Study on the Fatigue Performance of the Rib-to-Deck Connection between Diaphragms of L-Rib OSDs
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue12
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-7367
dc.journal.fristpage04025075-1
dc.journal.lastpage04025075-16
dc.page16
dc.treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 012
dc.contenttypeFulltext


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