Revolutionizing structural strength: unveiling enhanced reinforced concrete beams infused with cutting-edge Glass Fiber Reinforced Polymer (GFRP) composites
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Fibre-reinforced polymer is a very effective approach to repair and strengthen damaged structures. A less expensive optionto conventional repair methods and supplies is offered by FRP repair systems. This study investigates the shear and flexuralbehaviour of continuous glass fibre reinforced polymer (GFRP) reinforced concrete beams (RC beams). Testing was done onexternally reinforced concrete beams using GFRP sheets joined with epoxy. GFRP sheets have been used in varying quantitiesand configurations to strengthen the beams. The load, deflection, and mode of failure of each beam were examined basedon experimental data. The impact of GFRP layer amount and orientation on the ultimate load bearing capacity and beamfailure mechanism is being investigated.
Abstract
Fibre-reinforced polymer is a very effective approach to repair and strengthen damaged structures. A less expensive optionto conventional repair methods and supplies is offered by FRP repair systems. This study investigates the shear and flexuralbehaviour of continuous glass fibre reinforced polymer (GFRP) reinforced concrete beams (RC beams). Testing was done onexternally reinforced concrete beams using GFRP sheets joined with epoxy. GFRP sheets have been used in varying quantitiesand configurations to strengthen the beams. The load, deflection, and mode of failure of each beam were examined basedon experimental data. The impact of GFRP layer amount and orientation on the ultimate load bearing capacity and beamfailure mechanism is being investigated.
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