A multi‐technique study of corrosion products at the steel–concrete interface under two exposure conditions
Author:
Affiliation:
1. Institute for Building Materials ETH Zurich Zurich Switzerland
2. Institute of Structural Engineering ETH Zurich Zurich Switzerland
Funder
Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung
H2020 European Research Council
Publisher
Wiley
Subject
Histology,Pathology and Forensic Medicine
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1111/jmi.13100
Reference20 articles.
1. Modeling the time‐to‐corrosion cracking in chloride contaminated reinforced concrete structures;Liu Y.;ACI Materials Journal,1998
2. Steel in concrete: Part I A review of the electrochemical and thermodynamic aspects
3. The kinetic competition between transport and oxidation of ferrous ions governs precipitation of corrosion products in carbonated concrete
4. Influence of environment on the development of corrosion product-filled paste and a corrosion layer at the steel/concrete interface
5. On the penetration of corrosion products from reinforcing steel into concrete due to chloride-induced corrosion
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