Fig. 14.From: Correction: Optimizing high-performance fiber-reinforced cementitious composites for improving bridge resilience and sustainabilityThe effect of tensile strain capacity on the maximum tensile damage and resilience: (a) SHCC (σt0 = 4 MPa and σtu = 8 MPa); (b) UHPC (σt0 = 10 MPa and σtu = 10 MPa)Back to article page