“…In addition, it should be pointed out that some of the differences in the corrosion behavior of galvanized coating in concrete observed by different investigators are due to experimental differences, such as the water/cement ratio, quality of concrete, amount of cover, type of cement, aggregate, roughness of the coating surface, and metallurgical microstructure of the coating (Tan and Hansson, 2008;Pernicova et al, 2017). Several studies have been devoted to understanding the corrosion and passivation of galvanized coating in concrete and in simulated pore solutions, where, as a standard practice, the reference solution is the saturated calcium hydroxide solution, and the calcium ion has a major influence on the passivation of galvanized steel bars (Arenas et al, 2006;Sahoo and Balasubramaniam, 2008;Tittarelli and Bellezze, 2010;Dobias et al, 2017;Zheng et al, 2018a;Zheng et al, 2018b). Considering that the hot-dip zinc coating, described above, consists of iron-zinc alloy phases at the interface along with a top coat of pure zinc.…”