Fig. 11From: A framework for improving bridge resilience and sustainability through optimizing high-performance fiber-reinforced cementitious compositesContours of tensile damage distributions of member 11 made using different materials: a conventional concrete; b SHCC (σt0 = 4 MPa; εtu = 4%; σtu = 8 MPa); and c UHPC (σt0 = 10 MPa; εtu = 0.3%; σtu = 14 MPa)Back to article page