Fig. 13.From: Correction: Optimizing high-performance fiber-reinforced cementitious composites for improving bridge resilience and sustainabilityThe effect of the ultimate tensile strength on the maximum tensile damage and resilience: (a) SHCC (σt0 = 4 MPa and εtu = 4%); and (b) UHPC (σt0 = 10 MPa and εtu = 0.3%)Back to article page