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

Figure 9

Concrete cover-cracking process when t = 77 d (a), 172 d (b), 286 d (c), and 558 d (d) under uniform distribution of corrosion products.

(a)

(b)

(c)

(d)