The effect of concrete pore solution composition on the quality of passive oxide films on black steel reinforcement
By P. Ghods, O. Isgor, G. McRae, T. Miller. 2009
283 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/785e0054ecb3ad98fb1828c5f13ff4de1f95a39d
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In Civil and Structural Engineering
In Materials Chemistry
Citations in the corpus
- The steel–concrete interface (2017, unknown): “As a consequence, experiments that probe the resistance against chloride-induced corrosion should start only after a sufficiently long pre-passivation time that varies according to the pH of the electrolyte [26, 38, 40, 41] (see above).”
- Three-dimensional corrosion pit measurement and statistical mechanical degradation analysis of deformed steel bars subjected to accelerated corrosion (2014, background): “Reinforcement steel in concrete structures is generally protected by a passive film formed in the alkaline environment due to the hydration products of cement [1,2].”
- Chloride-induced corrosion of steel rebars in simulated pore solutions of alkali-activated concretes (2017, result): “Similar observations have been made in other studies including [11,15], where the critical chloride content for depassivation were witnessed to increase with higher pH.”