Chloride Ion Corrosion Pattern and Mathematical Model for C60 High-Strength Concrete after Freeze-Thawing Cycles

Figure 9

Numerically calculated curves of chloride ion concentration c with depth l compared with experimental values. (a) n = 0. (b) n = 30. (c) n = 60. (d) n = 90.

(a)

(b)

(c)

(d)