On the penetration of corrosion products from reinforcing steel into concrete due to chloride-induced corrosion

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Comparison of uniform and non-uniform corrosion induced damage in reinforced concrete based on a Gaussian description of the corrosion layer (2011, background): “A detailed study of the amount of corrosion and induced damage, their variation along the length of the panels and the microstructure of the corroded interface including the distribution and extent of corrosion products penetration into the cement paste is reported in an earlier paper [33].”
The steel–concrete interface (2017, methodology): “[25] investigated essentially noncorroded interfaces of reinforcing steel (as-received) embedded in concrete by means of SEM and EDX element mapping.”
Challenges and opportunities in corrosion of steel in concrete (2018, unknown): “However, several investigations have shown that the corrosion products are deposited around the steel, but that they also penetrate the concrete matrix and precipitate in the pore system far from the steel [87–89].”