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dc.contributor.authorAbdulazeez, Mohanad M.
dc.contributor.authorShrestha, Binod
dc.contributor.authorElGawady, Mohamed A.
dc.date.accessioned2026-08-20T21:18:18Z
dc.date.available2026-08-20T21:18:18Z
dc.date.copyright2025/06/30
dc.date.issued2025
dc.identifier.otherJBENF2.BEENG-6567.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314258
dc.description.abstractAbstract Numerous in-service steel H-piles, a common structural element in the bridge industry, suffer severe corrosion. One of the adopted solutions is to use concrete jackets to encase the corroded sections. Therefore, interfacial shear strength ... Practical Applications In this study, 18 full-scale H-piles were tested while encased in confined concrete jackets (CJ) to assess how different materials and designs influence their strength. Emphasis was placed on how applying these findings could ...
dc.publisherAmerican Society of Civil Engineers
dc.titleInterfacial Shear Transfer between Steel H-Piles and Concrete Encased in CFRP
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue9
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-6567
dc.journal.fristpage04025055-1
dc.journal.lastpage04025055-16
dc.page16
dc.treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 009
dc.contenttypeFulltext


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