Entire Process Simulation of Corrosion due to the Ingress of Chloride Ions and CO₂ in Concrete

Figure 8

Concrete cover-cracking process when t = 19 d (a), 37 d (b), 152 d (c), and 642 d (d) under nonuniform distribution of corrosion products.

(a)

(b)

(c)

(d)