Fig. 9From: Tests and Design Provisions for Reinforced-Concrete Beams Strengthened in Shear Using FRP Sheets and StripsTypical configuration of effective FRP width in shear-strengthened RC T-beams with EB continuous FRP sheet: a bonding area for side-bonded FRP, b equivalent bonding area for side-bonded, c bonding area for U-jacket, and d equivalent bonding area for U-jacket.Back to article page