Fig. 5From: Evaluation of Crack Propagation and Post-cracking Hinge-type Behavior in the Flexural Response of Steel Fiber Reinforced ConcreteVariation of Ux and εxx with varying X located at Y = 37 mm in SFRC specimen with Vf = 0.5% (load response shown in Fig. 3): a Ux with X; b εxx with X for different values of CMOD.Back to article page