The Effect of Crack Width on Chloride-Induced Corrosion of Steel in Concrete

Table 3

The coefficients and for variable crack width in (5).

Crack width
Uncracked	0.02	26.49
0.2 mm	0.12	25.47
0.3 mm	0.15	25.28
0.4 mm	0.17	24.71
0.5 mm	0.22	23.13