Fig. 12.From: Correction: Optimizing high-performance fiber-reinforced cementitious composites for improving bridge resilience and sustainabilityThe effect of the first crack stress on the maximum tensile damage and resilience: (a) SHCC (εtu = 4% and σtu = 8 MPa); and (b) UHPC (εtu = 0.3% and σtu = 14 MPa)Back to article page