Flexural Reinforcement and Shear Reinforcement of Weak Reinforced Concrete Beams With Frp Plates

The present study studies the flexural and shear reinforcement of weak reinforced concrete beams with frp plates.shear and flexure failures are two major defects in concrete beams. bending deflection is generally preferred to shear failure because it exhibits a more flexible behavior. soft defeat provides the ability to play back tensions and gives users and attendees more opportunities to find out the critical situation.strengthening of deficit rc flexure elements with frp results in good strength improvement but at the cost of reduced ductility. hybrid bonding systems were explored in the past to improve the ductility of frp strengthened rc members under flexure. few researchers in the past have investigated the efficiency of hybrid strengthening. it is found that thehybrid frp strengthening technique can significantly improve the strength and energy dissipation capacity of rc members with low and moderate concrete strength.