Fig. 3From: Evaluation of Crack Propagation and Post-cracking Hinge-type Behavior in the Flexural Response of Steel Fiber Reinforced Concrete a Load CMOD response of SFRC specimen with Vf = 0.5%; Contours of εxx at b Load Point 1 (CMOD = 0.014 mm); c Load Point 2 (CMOD = 0.037 mm), d Load Point 5 (CMOD = 0.3 mm).Back to article page