Materials and Structures

, Volume 24, Issue 2, pp 100–105 | Cite as

Electrochemical behaviour of concrete reinforcing steel under cathodic polarization: comparison of some test procedures

  • I. Rodriguez-Maribona
  • J. J. Carpio
  • A. Raharinaivo
Article

Abstract

The objective of this experimental investigation was to compare several techniques for studying the electrochemical behaviour of steel which was in mortars or in Ca(OH)2 solution, containing chloride, and under cathodic polarization. In addition to usual electrochemical techniques (potentio-dynamic curves, etc.), two other procedures were used. They make it possible to easily determine electrochemical parameters which describe the steel behaviour. The first technique deals with determining the apparent polarization resistance of steel at constant applied potential. The second procedure uses a swift current decrease when polarizing steel with a constant current. It makes it possible to determine a transfer resistance and a ‘double-layer capacitance’. The results obtained show fair agreement between the test procedures.

Keywords

Polarization Resistance Corrosion Current Density Bridge Deck Cement Mortar Calcium Hydroxide 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

Resume

Cette recherche expérimentale avait pour objet de comparer plusieurs techniques pour étudier le comportement électrochimique de l'acier qui est placé soit dans des mortiers, soit dans une solution de Ca(OH)2 contenant des chlorures et qui est sous polarisation cathodique.

En plus des techniques électrochimiques classiques (courbes potentiocinétiques, etc.), deux autres procédures ont été employées. Elles permettent de déterminer facilement des paramètres électrochimiques qui décrivent le comportement de l'acier.

La première méthode consiste à déterminer l'apparente résistance de polarization de l'acier sous potentiel appliqué constant. La seconde procédure utilise une décroissance rapide du courant alors que l'acier est polarisé sous courant constant. Elle permet de déterminer une résistance de transfert et une ‘capacité de double-couche’.

Les résultats obtenus par les diverses méthodes sont en bon accord.

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. 1.
    Stratfull, R. F., ‘Cathodic protection of a bridge deck’,Materials Performance (April 1974) 24–25.Google Scholar
  2. 2.
    Vrable, J. B., ‘Cathodic protection for reinforeing steel in concrete’, ASTM STP 629 (1977) pp. 124–149.Google Scholar
  3. 3.
    Shutt, W. R., ‘Practical experiences with bridge deck cathodic protection, paper No. 74, Conference NACE Corrosion/78 (1978).Google Scholar
  4. 4.
    Fromm, H. J. and Wilson, G. P., ‘Cathodic protection of bridge decks’, Transportation Research Record No. 604, USA (1976).Google Scholar
  5. 5.
    Hausmann, D. A., ‘Criteria for cathodic protection of steel in concrete structures’,Materials Protection 18(10) (1969).Google Scholar
  6. 6.
    Vrable, J. B. and Wilde, B. E., ‘Electrical potential requirements for cathodic protection of steel in concrete’, paper No. 135, Conference NACE Corrosion/79 (1979).Google Scholar
  7. 7.
    Heuze, B., ‘Corrosion et protection cathodique de l'acier dans les ouvrages en béton précontraint,Construction 21(3) (1966) 23–26.Google Scholar
  8. 8.
    King, R. A., Nazbizdeh, H. and Ross, T. K., ‘Cathodic protection of steel in concrete saturated with seawater’,Corr. Prev. & C. (April 1977) 11–13.Google Scholar
  9. 9.
    Cherry, B. W. and Price, S. M., ‘Cathodic protection of steel in concrete’,Corrosion Science 18 (1978).Google Scholar
  10. 10.
    Fromm, H. J., ‘Cathodic protection of rebar in concrete bridge decks’,Materials Performance (Nov. 1977) 21–29.Google Scholar
  11. 11.
    Ward, P. M., ‘Cathodic protection: a user's perspective’, ASTM STP 629 (1977) pp. 150–163.Google Scholar
  12. 12.
    Gjorv, O. E. and Vennesland, O., ‘Cathodic protection of steel in offshore concrete platforms’, paper No. 139, Conference NACE Corrosion/79 (1979).Google Scholar
  13. 13.
    Arup, H., ‘Potentiostatic corrosion tests of steel in concrete for prolonged periods in field and laboratory’, Korrosioncentralen Report 79/02, Denmark (1979).Google Scholar
  14. 14.
    Andrade, M. C., Castelo, V., Alonso, C. and Gonzales, J. A., ‘The determination of the corrosion rate of steel embedded in concrete by the polarization resistance and AC impedance methods’, ASTM STP 906 (1986) pp. 43–63.Google Scholar
  15. 15.
    Gonzalez, J. A., Alonso, C. and Andrade, C., ‘Corrosion rate of reinforcement during accelerated carbonation of mortar made with different types of cements’, in ‘Corrosion of Reinforcement in Concrete Construction’, edited by Crane, A. P. (Ellis Horwood, 1983) Ch. 11, pp. 159–174.Google Scholar
  16. 16.
    Dawson, J. L., Callow, L. M., Hladky, K. and Richardson, J. A., paper No. 125. Conference NACE Corrosion/79 (1979).Google Scholar
  17. 17.
    Lemoine, L. and Taché, G., in Proceedings of International Symposium on Corrosion and Protection Offshore, France (1979).Google Scholar
  18. 18.
    Wenger, F., Galland, J. and Lemoine, L., in Proceedings of International Symposium on Behaviour of Offshore Concrete Structures, paper No. 11, France (1980).Google Scholar
  19. 19.
    Wenger, F., ‘Etude de la corrosion de l'acier doux dans le béton par des méthodes électrochimiques’,Métaux, Corrosion Industrie No. 742, 745 (Juin 1987) 317–320.Google Scholar
  20. 20.
    Thompson, N. G., Lawson, K. M. and Beavers, J. A., ‘Monitoring cathodically protected concrete structures with electrochemical impedance techniques’, paper No. 139, Conference NACE Corrosion/87 (1987).Google Scholar

Copyright information

© RILEM 1991

Authors and Affiliations

  • I. Rodriguez-Maribona
    • 1
  • J. J. Carpio
    • 1
  • A. Raharinaivo
    • 1
  1. 1.Laboratoire Central des Ponts et ChausséesParis Cedex 15France

Personalised recommendations