Fig. 15

Crack location image of reinforced concrete slab after failure under fatigue load. (a) Corrosion rate 0%, (b) Corrosion rate 10%, (c) Corrosion rate 25%, (d) Corrosion rate 40%.

Crack location image of reinforced concrete slab after failure under fatigue load. (a) Corrosion rate 0%, (b) Corrosion rate 10%, (c) Corrosion rate 25%, (d) Corrosion rate 40%.