Transient response analysis of steel in concrete

Birbilis, Nick, Nairn, Kate M. and Forsyth, Maria 2003, Transient response analysis of steel in concrete, Corrosion science, vol. 45, no. 9, pp. 1895-1902, doi: 10.1016/S0010-938X(03)00086-6.

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Title Transient response analysis of steel in concrete
Author(s) Birbilis, Nick
Nairn, Kate M.
Forsyth, MariaORCID iD for Forsyth, Maria
Journal name Corrosion science
Volume number 45
Issue number 9
Start page 1895
End page 1902
Publisher Elsevier
Place of publication Amsterdam, The Netherlands
Publication date 2003-09
ISSN 0010-938X
Keyword(s) steel reinforced concrete
time constant
corrosion rate measurement
Summary 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.
Language eng
DOI 10.1016/S0010-938X(03)00086-6
Field of Research 039999 Chemical Sciences not elsewhere classified
Socio Economic Objective 970103 Expanding Knowledge in the Chemical Sciences
HERDC Research category C1.1 Refereed article in a scholarly journal
Copyright notice ©2003, Elsevier Science Ltd
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Document type: Journal Article
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