A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Impact of developed hybrid polypropylene fiber inclusion on the flexural performance of concrete beams reinforced with innovative hybrid bars
Abstract 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, hybrid-GFRP, 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.
Highlights This paper investigates the effectiveness of adding a hybrid combination of structural polypropylene fibers on the flexural behavior of (steel, GFRP, and hybrid) reinforced concrete beams. A new ductile hybrid bar with equivalent bilinear stress-strain characteristics has been developed to overcome traditional steel corrosion and FRP ductility problems. An experimental program of 14 half-scale RC beams was fabricated and tested under a four-point loading configuration. The variables were: tensile reinforcement types, the addition of hybrid fibers, the hybrid fiber ratio, beam cross section, and the hybrid reinforcement ratio. The test results were recorded and discussed in terms of mid-span deflection, cracking load, flexural capacity, and mode of failure. To facilitate the design process, a simplified formula proposed by ACI 544 for predicting the nominal flexural capacity of hybrid fiber concrete beams with hybrid bars was presented. A finite element analysis using ABAQUS/CAE6.14 was performed to verify the experimental outcomes.
Impact of developed hybrid polypropylene fiber inclusion on the flexural performance of concrete beams reinforced with innovative hybrid bars
Abstract 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, hybrid-GFRP, 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.
Highlights This paper investigates the effectiveness of adding a hybrid combination of structural polypropylene fibers on the flexural behavior of (steel, GFRP, and hybrid) reinforced concrete beams. A new ductile hybrid bar with equivalent bilinear stress-strain characteristics has been developed to overcome traditional steel corrosion and FRP ductility problems. An experimental program of 14 half-scale RC beams was fabricated and tested under a four-point loading configuration. The variables were: tensile reinforcement types, the addition of hybrid fibers, the hybrid fiber ratio, beam cross section, and the hybrid reinforcement ratio. The test results were recorded and discussed in terms of mid-span deflection, cracking load, flexural capacity, and mode of failure. To facilitate the design process, a simplified formula proposed by ACI 544 for predicting the nominal flexural capacity of hybrid fiber concrete beams with hybrid bars was presented. A finite element analysis using ABAQUS/CAE6.14 was performed to verify the experimental outcomes.
Impact of developed hybrid polypropylene fiber inclusion on the flexural performance of concrete beams reinforced with innovative hybrid bars
Abdel-Karim, Ahmed H. (author) / Khalil, Gamal I. (author) / Ewis, Ahmed E. (author) / Makhlouf, Mohamed H. (author)
2023-11-06
Article (Journal)
Electronic Resource
English
Flexural behavior of hybrid concrete beams reinforced with ultra-high performance concrete bars
| British Library Online Contents | 2013
Flexural behavior of hybrid concrete beams reinforced with ultra-high performance concrete bars
| Online Contents | 2013
Flexural Performance of Concrete Beams Reinforced with Continuous Fiber Bars
| British Library Conference Proceedings | 1993