Corrosion initiation time of steel reinforcement in a chloride environment—A one dimensional solution

A mathematical model is presented for the chloride induced corrosion of reinforcing steel bars (rebars) in concrete. The time for the chloride concentration level to exceed the threshold limit to initiate corrosion on the rebars was calculated using first principles. The model is characterized by th...

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Veröffentlicht in:	Corrosion science 1997-04, Vol.39 (4), p.739-759
Hauptverfasser:	Arora, P., Popov, B.N., Haran, B., Ramasubramanian, M., Popova, S., White, R.E.
Format:	Artikel
Sprache:	eng
Schlagworte:	A. steel reinforced concrete Applied sciences B. modelling C. rust Corrosion Corrosion environments Exact sciences and technology Metals. Metallurgy
Online-Zugang:	Volltext
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