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Durability of GFRP Bars under Compression with Different Length-to-Diameter Ratios Exposed to a Simulated Concrete Environment

dc.contributor.authorSenselova, Zaneta
dc.contributor.authorManalo, Allan
dc.contributor.authorAlajarmeh, Omar
dc.contributor.authorSakuraba, Hiroki
dc.contributor.authorIftikhar, Abdullah
dc.contributor.authorBenmokrane, Brahim
dc.date.accessioned2026-08-20T21:30:08Z
dc.date.available2026-08-20T21:30:08Z
dc.date.copyright2025/10/31
dc.date.issued2026
dc.identifier.otherJCCOF2.CCENG-5334.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314560
dc.description.abstractAbstract There is increasing interest in using glass fiber–reinforced polymer (GFRP) bars for reinforcement in compressive members such as concrete columns and bridge piers. However, the understanding of their long-term compression performance in an ...
dc.publisherAmerican Society of Civil Engineers
dc.titleDurability of GFRP Bars under Compression with Different Length-to-Diameter Ratios Exposed to a Simulated Concrete Environment
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue1
dc.journal.titleJournal of Composites for Construction
dc.identifier.doi10.1061/JCCOF2.CCENG-5334
dc.journal.fristpage04025053-1
dc.journal.lastpage04025053-13
dc.page13
dc.treeJournal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 001
dc.contenttypeFulltext


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