Functionality of Zinc Anodes in Repaired Concrete

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

  


Title: Functionality of Zinc Anodes in Repaired Concrete

Author(s): Ahmed G. Bediwy, M. T. Bassuoni, Martin Beaudette, and David W. Whitmore

Publication: Materials Journal

Volume: 119

Issue: 1

Appears on pages(s): 105-116

Keywords: halo effect; repair; resistivity; zinc anodes

DOI: 10.14359/51734298

Date: 1/1/2022

Abstract:
Zinc anodes are an effective and economical method to prevent and control the corrosion of steel bars. They supply the bars with cathodic current, which can provide corrosion protection at low current densities in the range of 0.2 to 2 mA/m2. The efficacy of zinc anodes is affected by the resistivity of concrete or cementitious repair material in which these anodes are embedded. Limited data is available on the maximum electrical resistivity of repair materials/concretes beyond which zinc anodes cannot properly function to prevent corrosion. In this study, concrete slabs were cast to simulate partial- and full-depth repair configurations. Key variables included resistivity and anode position. Resistivity of the repair section varied from 10,000 to 50,000 Ω-cm, with three anode positions: 25, 100, and 250 mm in the repair section. Analysis of data shows the effectiveness of anodes at controlling corrosion, even in repair concrete with high resistivity.

Related References:

1. Bentur, A.; Berke, N.; and Diamond, S., Steel Corrosion in Concrete: Fundamentals and Civil Engineering Practice, E & FN Spon, London, UK, 1997, 208 pp.

2. Whitmore, D., and Abbott, S., “Embedded Galvanic Anodes Increase Sustainability of Reinforced Concrete Structures,” Annual Conference and Exhibition of the Transportation Association of Canada, St. John’s, NL, Canada, 2003, 10 pp.

3. Mahasiripan, A.; Tangtermsirikul, S.; and Sancharoen, P., “A Study of Different Sacrificial Anode Materials to Protect Corrosion of Reinforcing Steel in Concrete,” Science & Technology Asia, V. 19, No. 4, Oct.-Dec. 2014, pp. 16-26.

4. He, J., and Shi, X., “Accelerated Laboratory Assessment of Discrete Sacrificial Anodes for Rehabilitation of Salt-Contaminated Reinforced Concrete,” Journal of Materials in Civil Engineering, ASCE, V. 32, No. 11, 2020, p. 04020344. doi: 10.1061/(ASCE)MT.1943-5533.0003374

5. Wang, F.; Xu, J.; Xu, Y.; Jiang, L.; and Ma, G., “A Comparative Investigation on Cathodic Protections of Three Sacrificial Anodes on Chloride-Contaminated Reinforced Concrete,” Construction and Building Materials, V. 246, 2020, p. 118476. doi: 10.1016/j.conbuildmat.2020.118476

6. Sergi, G., “Ten‐Year Results of Galvanic Sacrificial Anodes in Steel Reinforced Concrete,” Materials and Corrosion, V. 62, No. 2, 2011, pp. 98-104. doi: 10.1002/maco.201005707

7. Pedeferri, P., “Cathodic Protection and Cathodic Prevention,” Construction and Building Materials, V. 10, No. 5, 1996, pp. 391-402. doi: 10.1016/0950-0618(95)00017-8

8. Page, C. L., and Sergi, G., “Developments in Cathodic Protection Applied to Reinforced Concrete,” Journal of Materials in Civil Engineering, ASCE, V. 12, No. 1, 2000, pp. 8-15. doi: 10.1061/(ASCE)0899-1561(2000)12:1(8)

9. Christodoulou, C.; Goodier, C.; Austin, S.; Webb, J.; and Glass, G. K., “Diagnosing the Cause of Incipient Anodes in Repaired Reinforced Concrete Structures,” Corrosion Science, V. 69, 2013, pp. 123-129. doi: 10.1016/j.corsci.2012.11.032

10. ACI Committee E706, “Installation of Embedded Galvanic Anodes (ACI RAP Bulletin 8),” American Concrete Institute, Farmington Hills, MI, 2010, 7 pp.

11. Andrade, C., and Alonso, C., “Corrosion Rate Monitoring in the Laboratory and On-Site,” Construction and Building Materials, V. 10, No. 5, 1996, pp. 315-328. doi: 10.1016/0950-0618(95)00044-5

12. Otieno, M. B.; Alexander, M. G.; and Beushausen, H. D., “Suitability of Various Measurement Techniques for Assessing Corrosion in Cracked Concrete,” ACI Materials Journal, V. 107, No. 5, Sept.-Oct. 2010, pp. 481-189.

13. Hornbostel, K.; Larsen, C. K.; and Geiker, M. R., “Relationship between Concrete Resistivity and Corrosion Rate–A Literature Review,” Cement and Concrete Composites, V. 39, 2013, pp. 60-72. doi: 10.1016/j.cemconcomp.2013.03.019

14. Ahmad, S., “An Experimental Study on Correlation between Concrete Resistivity and Reinforcement Corrosion Rate,” Anti-Corrosion Methods and Materials, V. 61, No. 3, 2014, pp. 158-165. doi: 10.1108/ACMM-07-2013-1285

15. CAN/CSA-A3001, “Cementitious Materials for Use in Concrete,” Canadian Standards Association, Mississauga, ON, Canada, 2018.

16. ASTM C233/C233M-11, “Standard Test Method for Air-Entraining Admixtures for Concrete,” ASTM International, West Conshohocken, PA, 2011, 5 pp.

17. ASTM A370-14, “Standard Test Methods and Definitions for Mechanical Testing of Steel Products,” ASTM International, West Conshohocken, PA, 2014, 50 pp.

18. Bediwy, A., and Bassuoni, M., “Resistivity, Penetrability and Porosity of Concrete: A Tripartite Relationship,” Journal of Testing and Evaluation, V. 46, No. 2, 2018, pp. 549-563. doi: 10.1520/JTE20160374

19. Ramey, G. E.; Wolff, A. R.; and Wright, R. L., “Final Report on Highway Research Center Research Project,” Department of Civil Engineering, Auburn University, Auburn, AL, 1997, 327 pp.

20. Feldman, L. R., and Bartlett, F. M., “Bond Stresses Along Plain Steel Reinforcing Bars in Pullout Specimens,” ACI Structural Journal, V. 104, No. 6, Nov.-Dec. 2007, pp. 685-692.

21. Pruckner, F., and Gjørv, O. E., “Effect of CaCl2 and NaCl Additions on Concrete Corrosivity,” Cement and Concrete Research, V. 34, No. 7, 2004, pp. 1209-1217. doi: 10.1016/j.cemconres.2003.12.015

22. Saleem, M.; Shameem, M.; Hussain, S. E.; and Maslehuddin, M., “Effect of Moisture, Chloride and Sulphate Contamination on the Electrical Resistivity of Portland Cement Concrete,” Construction and Building Materials, V. 10, No. 3, 1996, pp. 209-214. doi: 10.1016/0950-0618(95)00078-X

23. ASTM C309-11, “Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete,” ASTM International, West Conshohocken, PA, 2011, 3 pp.

24. AASHTO TP 95-14, “Standard Method of Test for Surface Resistivity Indication of Concrete’s Ability to Resist Chloride Ion Penetration,” American Association of State Highway and Transportation Officials, Washington, DC, 2014.

25. ASTM C876-15, “Standard Test Method for Corrosion Potentials of Uncoated Reinforcing Steel in Concrete,” ASTM International, West Conshohocken, PA, 2015, 8 pp.

26. NACE SP0290, “Impressed Current Cathodic Protection of Reinforcing Steel in Atmospherically Exposed Concrete Structures,” NACE International, Houston, TX, 2019.

27. BS EN 12696, “Cathodic Protection of Steel in Concrete,” British Standards Institution, London, UK, 2016.

28. Mehta, P. K., and Monteiro, P. J. M., Concrete Microstructure, Properties and Materials, fourth edition, McGraw-Hill Professional, 2014, 672 pp.

29. Lataste, J.-F., “Electrical Resistivity for the Evaluation of Reinforced Concrete Structures,” Non-Destructive Evaluation of Reinforced Concrete Structures, C. Maierhofer, H.-W. Reinhardt, and G. Dobmann, eds., Woodhead Publishing Series in Civil and Structural Engineering, Sawston, UK, V. 2, 2010, pp. 243-275.

30. Sagüés, A. A.; Powers, R. G.; Murase, T.; and Lasa, I. R., “Low-Cost Sprayed Zinc Galvanic Anode for Control of Corrosion of Reinforcing Steel in Marine Bridge Substructures,” Final Report, Contract No. SHRP-88-ID024, Strategic Highway Research Program, National Research Council, Washington, DC, 1994.

31. Montgomery, D. C., Design and Analysis of Experiments, John Wiley & Sons, Inc., Hoboken, NJ, 2017.

32. Giorgini, R., “Issues Using Potential Decay Techniques to Assess a Cathodic Protection System of Steel in Concrete Caused by Macrocell Corrosion,” Concrete Solutions, 2014, pp. 189-197.


ALSO AVAILABLE IN:

Electronic Materials Journal



  

Edit Module Settings to define Page Content Reviewer