4.7 Article

Transient response analysis of steel in concrete

Journal

CORROSION SCIENCE
Volume 45, Issue 9, Pages 1895-1902

Publisher

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/S0010-938X(03)00086-6

Keywords

steel reinforced concrete; galvanostatic; time constant; transient; corrosion rate measurement

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A new approach is presented for the analysis of galvanostatically induced transients allowing for the rapid evaluation of the corrosion activity of steel in concrete. This method of analysis is based on the iterative fitting of a non-exponential model based on a modified KWW (Kohlrausch-Williams-Watt) formalism. This analysis yields values for the parameters related to corrosion such as the concrete resistance, polarisation resistance, interfacial capacitance and beta, the non-ideality exponent. (C) 2003 Elsevier Science Ltd. All rights reserved.

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