Fig. 14From: A framework for improving bridge resilience and sustainability through optimizing high-performance fiber-reinforced cementitious compositesThe 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