The Effects of Reinforcement Ratio on Flexural Behavior in Hybrid (GFRP-Steel) Reinforced Concrete Beams

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dc.contributor.authorKaya, Nalan
dc.contributor.authorAvanoğlu Sıcacık, Eda
dc.contributor.authorBakırcı Er, Şule
dc.contributor.authorKopraman, Yağmur
dc.contributor.authorBüyükkaragöz, Alper
dc.date.accessioned2025-01-21T16:34:21Z
dc.date.available2025-01-21T16:34:21Z
dc.date.issued2021
dc.departmentKırıkkale Üniversitesi
dc.description.abstractIn this study, flexural behavior of hybrid reinforced concrete beams were investigated theoretically and by the finite element method. Within the scope of the study, beams with identical geometry and concrete compressive strength; designed as having different reinforcement ratios. The results obtained from the theoretical work and finite element method were commentated by using load-displacement curves, load carrying capacities and strain indices. The effects of the fibrous polymer / steel ratio (Af / As) on the stiffness, strength and midpoint displacement of the beams were investigated. In addition, the effects of reinforcement ratio on load carrying capacity and deformability indexes were investigated.
dc.identifier.doi10.2339/politeknik.817398
dc.identifier.endpage1119
dc.identifier.issn1302-0900
dc.identifier.issn2147-9429
dc.identifier.issue3
dc.identifier.startpage1109
dc.identifier.trdizinid455212
dc.identifier.urihttps://doi.org/10.2339/politeknik.817398
dc.identifier.urihttps://search.trdizin.gov.tr/tr/yayin/detay455212
dc.identifier.urihttps://hdl.handle.net/20.500.12587/23951
dc.identifier.volume24
dc.identifier.wosWOS:000740440700008
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakTR-Dizin
dc.language.isotr
dc.publisherGazi Univ
dc.relation.ispartofJournal of Polytechnic-Politeknik Dergisi
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_20241229
dc.subjectFRP; GFRP; finite element analysis; reinforcement ratio; deformability index
dc.titleThe Effects of Reinforcement Ratio on Flexural Behavior in Hybrid (GFRP-Steel) Reinforced Concrete Beams
dc.typeArticle

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