Research Article
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) |