This paper investigates the impact of incorporating a hybrid combination of structural polypropylene fibers on
the flexural behavior of concrete beams reinforced with steel, GFRP, and innovative hybrid bars. A new ductile
hybrid bar with equivalent bilinear stress-strain characteristics has been developed to address steel corrosion and
FRP ductility issues. Fourteen half-scale RC beams were fabricated and tested under four-point loading configuration to study the flexural response. The tensile reinforcement types (steel, GFRP, and hybrid), hybrid reinforcement ratios (0.85 %, 1.26 %, and 1.70 %), reinforcement hybridization schemes (hybrid-hybrid, hybridGFRP, and GFRP-steel), and hybrid fiber ratio (0.0 %, 1.0 %, and 2.0 %) are the major parameters studied.
The test results were recorded and analyzed in terms of mid-span deflection, cracking load, flexural capacity, and
failure mechanism. The results demonstrated that the addition of hybrid fibers and using hybrid bars significantly improved the peak strength, ductility index, and bending stiffness. Moreover, the hybrid-reinforced
concrete beams exhibit large inelastic deformations similar to steel-reinforced concrete beams. The inclusion
of hybrid fibers improves the post-peak response of the tested beam due to fiber bridging capabilities. For design
purposes, a simplified formula proposed by ACI 544 for predicting the nominal flexural capacity of hybrid fiber
concrete beams reinforced with hybrid bars was presented, compared with experimental results and validated
with 44 specimens from other studies. The predicted and test results were in good agreement with a standard
deviation of 0.12. Additionally, 3D nonlinear finite element analysis was developed to validate the test results,
demonstrating reasonable accuracy in predicting the flexural behavior of the beams.