Fig. 7From: Bond Behavior Between Steel Fiber Reinforced Polymer (SRP) and ConcreteLoads responses of single-lap shear specimens with MD fibers and bonded length L = a 30 mm, b 60 mm, c 90 mm, d 120 mm (Note MD_120_8 not shown), e 150 mm, f 180 mm, g 210 mm (Note MD_210_7_D not shown), and h 240 mm. All specimens shown failed due to debonding of the compositeBack to article page