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contributor authorAbdulazeez, Mohanad M.
contributor authorShrestha, Binod
contributor authorElGawady, Mohamed A.
date accessioned2026-08-20T21:18:18Z
date available2026-08-20T21:18:18Z
date copyright2025/06/30
date issued2025
identifier otherJBENF2.BEENG-6567.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314258
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 ...
publisherAmerican Society of Civil Engineers
titleInterfacial Shear Transfer between Steel H-Piles and Concrete Encased in CFRP
typeJournal Article
journal volume30
journal issue9
journal titleJournal of Bridge Engineering
identifier doi10.1061/JBENF2.BEENG-6567
journal fristpage04025055-1
journal lastpage04025055-16
page16
treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 009
contenttypeFulltext


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