Kaya, NalanAvanoğlu Sıcacık, EdaBakırcı Er, ŞuleKopraman, YağmurBüyükkaragöz, Alper2025-01-212025-01-2120211302-09002147-9429https://doi.org/10.2339/politeknik.817398https://search.trdizin.gov.tr/tr/yayin/detay455212https://hdl.handle.net/20.500.12587/23951In 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.trinfo:eu-repo/semantics/openAccessFRP; GFRP; finite element analysis; reinforcement ratio; deformability indexArticle2431109111910.2339/politeknik.817398455212WOS:000740440700008N/A