Corrosion of reinforcing steel in simulated concrete pore solutions: Effect of carbonation and chloride content

By M. Moreno, W. Morris, M. G. Alvarez, G. Duffó. 2004

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Steel corrosion behaviour in carbonated alkali-activated slag concrete (2009, background): “In an attempt to overcome these problems, the construction sector is very interested in the development of new cement binder materials as an alternative to OPC [4].”
Potential pitfalls in assessing chloride-induced corrosion of steel in concrete (2009, background): “Thermodynamically, the half-cell potential values for galvanized steel could be − 1000 mV vs. CSE in the passive state [24].”
Corrosion behavior of steel reinforcement in concrete exposed to composite chloride–sulfate environment (2014, background): “Further studies on corrosion behavior of steel in simulated concrete pore solutions have been carried out by different researchers [16,17].”
Phosphate ions as corrosion inhibitors for reinforcement steel in chloride-rich environments (2013, background): “The two most common causes of rebar corrosion are (i) localized breakdown of the passive film on the steel due to penetration of chloride ions [5, 6] and (ii) generalized corrosion by acidification of the concrete after reaction with atmospheric carbon dioxide [7-9].”