Research Article
Effects of Seawater Corrosion and Freeze-Thaw Cycles on Mechanical Properties of Fatigue Damaged Reinforced Concrete Beams
Figure 11
Surface self-healing of C5 in freeze-thaw process (16 times’ magnification).
| (a) C5 before freeze-thaw cycles |
| (b) C5 after 300 freeze-thaw cycles |