Repository logo
 

The impact of non-uniformity and resistivity on the homogenised corrosion parameters of rebars in concrete – a circuit model analysis

Date

2023-06

Authors

Li, Gang
Evitts, Richard
Boulfiza, Moh

Journal Title

Journal ISSN

Volume Title

Publisher

Corrosion Engineering, Science and Technology: The International Journal of Corrosion Processes and Corrosion Control

ORCID

Type

Article

Degree Level

Abstract

When rebar corrosion parameters are characterised from an electrochemical polarisation curve, the non-uniform rebar surface conditions need to be considered. In this research, a circuit model was developed to simulate the polarisation behaviour of rebar in concrete. It is found that the resistivity of concrete leads to non-uniform potential on the rebar, which causes the polarisation curve of the entire rebar to deviate from the Butler–Volmer kinetics. This, in turn, leads to an overestimation of the Tafel constants and the corrosion current density. Such deviations are more pronounced with higher concrete resistivity, especially when the active and passive rebar surfaces have a similar area ratio. The study recommends using potentiodynamic scans of representative reinforced concrete samples of the field conditions or the calculated parameters using an averaging technique, such as the proposed circuit model, to obtain accurate E-I curves or parameters for electrochemical modelling and corrosion rate prediction.

Description

Li G, Evitts R, Boulfiza M. The impact of non-uniformity and resistivity on the homogenised corrosion parameters of rebars in concrete – a circuit model analysis. Corrosion Engineering, Science and Technology. (58 no. 4). pp. 399-409. Copyright © [2023] (Sage Journals). DOI: https://doi.org/10.1080/1478422X.2023.2190442. This article has been published. It is available at: https://doi.org/10.1080/1478422X.2023.2190442 Reuse is restricted to non-commercial and no derivative uses.

Keywords

homogenized corrosion, non-uniform corrosion, corrosion rate, polarization curve, reinforced concrete

Citation

Degree

Department

Program

Advisor

Committee

Part Of

item.page.relation.ispartofseries

DOI

https://doi.org/10.1080/1478422X.2023.2190442

item.page.identifier.pmid

item.page.identifier.pmcid