Reinforcing steel passivation in mortar and pore solution

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The steel–concrete interface (2017, unknown): “Poursaee and Hansson [26] investigated as-received reinforcing steel bars exposed to synthetic pore solution (pH ca.”
Chloride-induced corrosion of steel rebars in simulated pore solutions of alkali-activated concretes (2017, result): “It is important to mention that, although the timescales allowed in this study for the passive film to stabilise in the simulated pore solutions were much less than that suggested by other studies [54,62,63], the chemical nature of the film could be considered to be representative of what would exis”
Potential pitfalls in assessing chloride-induced corrosion of steel in concrete (2009, background): “For black steel,thishasbeenfoundtobeaminimumofsevendaysforsteelinOPC concrete and three days for steel in pore solution with a pH of ∼ 13.3 [1] Theseperiodsmaybedifferentforothertypesofreinforcingbarsandfor other concretes and pore solutions.”
Phosphate ions as corrosion inhibitors for reinforcement steel in chloride-rich environments (2013, background): “In this condition, corrosion and weight loss are negligible and the steel coupons present icorr values typical of steel in passive state [50, 51].”