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dc.contributor.authorKawarai, Tomoki
dc.contributor.authorKomuro, Masato
dc.contributor.authorKishi, Norimitsu
dc.date.accessioned2026-08-20T21:29:34Z
dc.date.available2026-08-20T21:29:34Z
dc.date.copyright2025/12/04
dc.date.issued2026
dc.identifier.otherJCCOF2.CCENG-5211.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314545
dc.description.abstractAbstract A fiber-reinforced polymer (FRP) sheet bonding method for the flexural strengthening of existing RC members under impact loading has not yet been established because the strengthening effects of the sheet and the impact resistance behavior of ... Practical Applications RC infrastructures may be subjected to impact loads due to subversive activities by terrorists, serious natural disasters, debris flows and rockfalls associated with climate change, and collisions of vehicles and ships with bridge ...
dc.publisherAmerican Society of Civil Engineers
dc.titleNumerical Analysis of the Flexural Response of CFRP-Strengthened RC Beams Subjected to Low-Velocity Impact
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue1
dc.journal.titleJournal of Composites for Construction
dc.identifier.doi10.1061/JCCOF2.CCENG-5211
dc.journal.fristpage04025057-1
dc.journal.lastpage04025057-12
dc.page12
dc.treeJournal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 001
dc.contenttypeFulltext


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