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Transient response analysis of steel in concrete

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Date

2003

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Abstract

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 β, the non-ideality exponent.

Description

Keywords

A. Steel reinforced concrete, B. Galvanostatic, Corrosion rate measurement, Time constant, Transient

Citation

URI

https://dspace-test.anu.edu.au/handle/1885/733746555

Collections

DevOps Pure Testing

Source

Corrosion Science

Type

Letter

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DOI

10.1016/S0010-938X(03)00086-6

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