Fig. 2From: Evaluation of Crack Propagation and Post-cracking Hinge-type Behavior in the Flexural Response of Steel Fiber Reinforced ConcreteLoad-CMOD response from flexure tests a up to a CMOD = 3 mm; and b early response up to CMOD = 0.1 mm. The average response of five beams is plotted with scatter bars indicating the range of variation at discrete values of CMOD.Back to article page