Fig. 5From: Bond Behavior Between Steel Fiber Reinforced Polymer (SRP) and ConcreteTypical failure mode of single-lap shear test specimens with MD fibers and bonded length of: a 30 mm, b 60 mm, c 90 mm, d 120 mm, e 150 mm, f 180 mm, g 210 mm, and h 240 mmBack to article page