journal article·2000-04

Efficiency of coatings applied on rebars in concrete

W. Morris, M. Vázquez, S. R. De Sánchez

Journal of Materials Science· Volume 35· Issue 8
Publisher page

Abstract

The performance of three reinforcing steel bars (rebars) coatings is analyzed by means of electrochemical methods. The coatings are representative of those commonly used during the repair of concrete structures affected by corrosion in the coastal regions of Argentina: an epoxy rust conversion coating, a zinc-rich epoxy, and a sprayed zinc coating. Two exposure conditions were investigated: immersed in a saline solution (wet) and exposed to an indoors atmosphere (dry). The rebar corrosion potential (Ecorr), the corrosion rate (CR) and the electrical resistance (R) between bars were measured during approximately 800 days. In the dry condition the three coatings presented a satisfactory performance characterized by passive Ecorr values and CR values lower than 1 μm/year. On the other hand, the performance of the coatings in the wet condition depended on their formulations. The rust conversion coating showed active Ecorr values and CR values higher than those measured on the uncoated bars. The zinc-rich epoxy and the sprayed zinc coatings presented Ecorr values typical of active zinc. This indicates a certain degree of cathodic protection provided to the reinforcing steel. Besides, R values showed that in this condition, coatings do not provide a barrier type of protection.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Concrete Corrosion and Durability · Corrosion Behavior and Inhibition · Hydrogen embrittlement and corrosion behaviors in metals

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (21)

Show source-provided references
1. K. Tuuti, Corrosion of Steel in Concrete, CBI fo 4.82, Sweedish Cement and Concrete Research Institute, Stockholm, 1982.
2. P. Schiessl, Corrosion of Steel in Concrete, RILEM Report of the Technical Committee 60-CSC, Ed. Chapman and Hall, 1988.
3. C. Andrade, M. C. Alonso, L. Ortega and M. GarcÍa, in “Rehabilitation of Concrete Structures,” edited by W. S. Ho and F. Collins (Melbourne, Australia, 1992).
4. Rasheeduzzafar, ACI Mater. J. 89 (1992) 574.
5. S. G. Millard, J. A. Harrison and A. J. Eduards, Br. J. of Nondestructive Testing 31 (1989) 616.
6. E. J. Pazini Figueiredo, C. Andrade and P. Helene, in Proceedings of the 2nd NACE Latin American Region Corrosion Congress, Rio de Janeiro, Brazil, 1996, paper no. 96239.
7. W. MOrris, M. Vazquez and S. R. De Sanchez, in Proceedings of the 1st International Congress of Concrete Technology, Buenos Aires, Argentina, 1998.
8. H. Saricimen, O. A. Ashiru, N. R. Jarrah, A. Quddus and M. Shameem, Mater. Perf. 37 (1998) 32.
9. A. SagÑÉs, R. G. Powers and R. Kessler, in Proceedings of NACE CORROSION/94, Houston, United States of America, 1994, paper no. 299.
10. P. Castro, A. SagÑÉs, E. Moreno, L. Maldonado and J. Genesca, Corros. Sci. 52 (1996) 609.10.5006/1.3292151 ↗
11. P. J. Deslauriers, Mater. Perf. 26 (1987) 35.
12. C. A. Gervasi, A. R. Di Sarli, E. Cavalcanti, O. Ferraz, E. C. Bucharsky, S. G. Real and J. R. Vilche, Corros. Sci. 36 (1994) 1963.10.1016/0010-938X(94)90002-7 ↗
13. R. G. Powers, A. SagÑÉs and T. Murrace, in “Materials Performance and Prevention of Deficiencies and Failures,” edited by T. White (American Society of Civil Engineers, NewYork, 1992).
14. W. Morris, A. SagÑÉs and E. Moreno, Cem. Concr. Res. 26 (1996) 1779.10.1016/S0008-8846(96)00175-5 ↗
15. M. Stern and A. L. Geary, J. Electrochem. Soc. 104 (1957) 56.10.1149/1.2428496 ↗
16. J. A. Gonzalez and C. Andrade, Br. Corros. J. 17 (1982) 21.10.1179/000705982798274589 ↗
17. A. Masias and C. Andrade, ibid. 18 (1983) 82.10.1179/bcj.1983.18.2.82 ↗
18. A. SagÑÉs, in Proceedings of the NACE CORROSION/96, Houston, United States of America, 1996, paper no. 326.
19. N. Berke and M. Hicks, in “Corrosion Forms and Control for Infrastructure,” ASTM STP-1137, edited by V. Chaker (Philadelphia, 1992).
20. W. Lopez and J. Gonzalez. Cem. Concr. Res. 23 (1993) 368.10.1016/0008-8846(93)90102-F ↗
21. NACE Standard Recommended Practice. RPO290-90, Cathodic protection of reinforcing steel in atmospherically exposed concrete structures, Houston, TX, National Association of Corrosion Engineers, 1990.