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Transient response analysis of steel in concrete
journal contribution
posted on 2003-09-01, 00:00 authored by N Birbilis, K Nairn, Maria ForsythMaria ForsythA 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.
History
Journal
Corrosion scienceVolume
45Issue
9Pagination
1895 - 1902Publisher
ElsevierLocation
Amsterdam, The NetherlandsPublisher DOI
ISSN
0010-938XeISSN
1879-0496Language
engPublication classification
C1.1 Refereed article in a scholarly journalCopyright notice
2003, Elsevier Science LtdUsage metrics
Keywords
steel reinforced concretegalvanostatictime constanttransientcorrosion rate measurementScience & TechnologyTechnologyMaterials Science, MultidisciplinaryMetallurgy & Metallurgical EngineeringMaterials ScienceSMALL CORROSION RATESELECTROCHEMICAL EVALUATIONEQUIVALENT-CIRCUITSPECTROSCOPYINTERFACEERRORSMechanical Engineering
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