Fig. 13From: A framework for improving bridge resilience and sustainability through optimizing high-performance fiber-reinforced cementitious compositesThe 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