Fig. 11.

Contours of tensile damage distributions of member 11 made using different materials: (a) conventional concrete; (b) SHCC (σ_t0 = 4 MPa; ε_tu = 4%; σ_tu = 8 MPa); and (c) UHPC (σ_t0 = 10 MPa; ε_tu = 0.3%; σ_tu = 14 MPa)