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dc.contributor.authorHosseini, Seyed Arman
dc.contributor.authorEslami, Abolfazl
dc.contributor.authorFarghaly, Ahmed Sabry
dc.contributor.authorBenmokrane, Brahim
dc.date.accessioned2026-08-20T21:18:47Z
dc.date.available2026-08-20T21:18:47Z
dc.date.copyright2025/10/07
dc.date.issued2025
dc.identifier.otherJBENF2.BEENG-7149.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314270
dc.description.abstractAbstract This study investigates the development and lap-splice length of high-modulus, high-tensile-strength new generation glass fiber–reinforced polymer (GFRP) bars under tension in concrete bridge and structural members. The bond strength is assessed ...
dc.publisherAmerican Society of Civil Engineers
dc.titleAssessment of Development and Lap-Splice Lengths for New Generation GFRP Bars in Flexural Concrete Bridge and Structural Members
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue12
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-7149
dc.journal.fristpage04025080-1
dc.journal.lastpage04025080-17
dc.page17
dc.treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 012
dc.contenttypeFulltext


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