Modeling of Corrosion Rate and Resistivity of Steel Reinforcement of Calcium Aluminate Cement Mortar

Figure 9

Calculated I_corr from (8): influence chart (response surface). (a) Constant curing temperature of 20°C, 30°C, and 40°C, (b) constant water-cement ratio of 0.40, 0.50, and 0.60, and (c) constant chloride content of 1 M, 1.5 M, and 2 M.

(a)

(b)

(c)