Numerical study of the linear polarisation resistance technique applied to reinforced concrete for corrosion assessment
Authors:
- A. ClémentACA. Clément
- S. LaurensSLS. Laurens
- 13 April 2012
- journal article
- research article
- Published by Taylor & Francis in European Journal of Environmental and Civil Engineering
- Vol. 16 (3-4) , 491-504
Abstract
The linear polarisation resistance (LPR) technique is increasingly being implemented to assess the corrosion rate of steel reinforcements in concrete. However, a lack of reliability is often observed experimentally. In order to improve the physical comprehension of the LPR technique, FEM simulations were performed. Several measurement devices using annular and rectangular probe geometries were simulated and the numerical experimentation allowed the relevance of RILEM recommendations for on-site measurements to be tested. It was shown that the LPR measurement using annular counter-electrodes with confining devices was a real three-dimensional physical problem and the non-uniform distribution of the polarising current on the steel surface is actually a major source of error since it is not taken into account by the usual protocols. Moreover, it was found that some complexity was induced by the use of guard-rings. La technique de résistance de polarisation linéaire (Rp) est utilisée de plus en plus fréquemment pour évaluer la cinétique de corrosion des aciers dans le béton armé. Cependant, la technique souffre d’un manque de fiabilité. Afin de mieux appréhender la physique de la mesure, des simulations numériques ont été réalisées. Plusieurs dispositifs ont été simulés. Ces expériences numériques ont permis d’éprouver la robustesse du protocole RILEM dédié à la mesure de Rp in situ. Les résultats montrent que les mesures réalisées au moyen de sondes annulaires constituent un problème physique tridimensionnel qui doit être mieux pris en compte par le protocole RILEM. En particulier, la distribution non uniforme du courant polarisant constitue une source d’erreur importante dans la mesure où elle n’est pas considérée dans la recommandation RILEM. Enfin, les simulations ont révélé une forme de complexité supplémentaire induite par l’utilisation d’anneaux de garde pour le confinement du courant polarisant.Keywords
This publication has 15 references indexed in Scilit:
- Influence of steel–concrete interface condition on galvanic corrosion currents in carbonated concreteCorrosion Science, 2010
- Corrosion rate of steel in concrete: evaluation of confinement techniques for on-site corrosion rate measurementsMaterials and Structures, 2008
- Numerical models for the propagation period of reinforcement corrosion - Comparison of a case study calculated by different researchersMaterials and Corrosion, 2006
- Models for the propagation phase of reinforcement corrosion – an overviewMaterials and Corrosion, 2006
- Theoretical considerations on the supposed linear relationship between concrete resistivity and corrosion rate of steel reinforcementMaterials and Corrosion, 2005
- Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance methodMaterials and Structures, 2004
- Comparison of guarded and unguarded linear polarization CCD devices with weight loss measurementsCement and Concrete Research, 2003
- Theoretical analysis of the measurement of polarisation resistance in reinforced concreteCement and Concrete Composites, 2000
- Effect of Current Distribution on Corrosion Rate Measurements in Reinforced ConcreteCorrosion, 1995
- Polarization current distribution and electrochemical impedance response of reinforced concrete when using guard ring electrodesElectrochimica Acta, 1993