Fig. 14
Crack evolution process of uncorroded reinforced concrete slab under fatigue load. (a) ε = 0.005, (b) ε = 0.05, (c) ε = 0.24, (c) ε = 0.69, (d) ε = 0.95.
Fig. 14 | Scientific Reports
Crack evolution process of uncorroded reinforced concrete slab under fatigue load. (a) ε = 0.005, (b) ε = 0.05, (c) ε = 0.24, (c) ε = 0.69, (d) ε = 0.95.
