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

Table 1

Material parameters summary.

Parameter	Value
Elastic modulus of concrete, Ec (Pa)	3.25 × 10^10
Poisson’s ratio of concrete,	0.20
Elastic modulus of corrosion products, Er (Pa)	100 × 10^6
Poisson’s ratio of corrosion products,	0.49
Density of steel, (kg·m^−3)	7800
Water-cement ratio, W/C	0.35
Environment temperature, Tc (°C)	5
Environment humidity,	0.9 (0.75)
Water content of concrete, PS (%)	35
Chloride content, Cfc (%)	0.2
Fracture energy, (G/J·m^−2)	140
Concrete tensile strength, ft (N·m^−2)	1.71 × 10^6