Fig. 4From: Evaluation of Crack Propagation and Post-cracking Hinge-type Behavior in the Flexural Response of Steel Fiber Reinforced ConcreteContours of Ux at CMOD = 0.037 mm corresponding to different subset sizes: a subset size of 15 × 15 pixels; b subset size of 35 × 35 pixels; c subset size of 75 × 75 pixels.Back to article page