Chloride-induced corrosion resistance of high-strength stainless steels in simulated alkaline and carbonated concrete pore solutions

By R. Moser, Preet M. Singh, L. Kahn, Kimberly E. Kurtis. 2012

179 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Materials Chemistry, Metals and Alloys

View Paper: https://www.semanticscholar.org/paper/30f57816fa3e8ae99a02ba472200deb2a781f531

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In Civil and Structural Engineering

1. G. Fischer
2. Victor C. Li

Citations in the corpus

• Corrosion resistance of steel fibre reinforced concrete – a literature review (2018, background): “5% NaCl) for certain high-strength stainless steel wires tested in pore solution (i.e. pH = 12.5), decreasing to 0.25M Cl - at pH = 9.5 (i.e. carbonated or cracked concrete) [113].”
• A Review of Corrosion and Protection of Steel in Concrete (2018, background): “Enhancement of nickel (Ni) and nitrogen (N) in the austenite phase enhances its corrosion resistance when compared with the ferrite phase [46].”