Influence of chemistry of chloride ions in cement matrix on corrosion of steel

ACI Materials Journal

Volumn 107, Issue 4, 2010, Pages 332-339

  Song, Ha Won ^a   Jung, Min Sun ^a   Lee, Chang Hong ^a   Kim, Sang Hyo ^a   Ann, Ki Yong ^a  

^a Yonsei University   (South Korea)

Author keywords

Buffering; Chloride; Corrosion; Threshold value

Indexed keywords

ACID-NEUTRALIZATION CAPACITY; BLAST FURNACE SLAGS; BUFFERING; BUFFERING CAPACITIES; CEMENT MATRIX; CHLORIDE; CHLORIDE IONS; CHLORIDE THRESHOLD; CORROSION IN CONCRETE; CORROSION OF STEEL; CORROSION PROCESS; DISTILLED WATER; MORTAR SPECIMENS; ORDINARY PORTLAND CEMENT; PH VALUE; POLARIZATION TECHNIQUES; PULVERIZED FUEL ASHES; REINFORCING BAR; SUPPLEMENTARY CEMENTITIOUS MATERIAL; THRESHOLD VALUE;

ACIDS; BINDERS; CHLORINE COMPOUNDS; MORTAR; NITRIC ACID; PORTLAND CEMENT; PULVERIZED FUEL; REINFORCED CONCRETE; SILICA; SILICA FUME; SLAGS; SUSPENSIONS (FLUIDS);

CORROSION RATE;

EID: 77955755398     PISSN: 0889325X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (36)

1. Maaddawy, T. E., and Soudki, K., "A Model for Prediction of Time from Corrosion Initiation to Corrosion Cracking," Cement and Concrete Research, V. 29, No. 3, 2007, pp. 168-175.
2. Glass, G. K., andBuenfeld, N. R., "Chloride-Induced Corrosion of Steel in Concrete," Progress in Structural Engineering and Materials, V. 2, No. 4, 2000, pp. 448-458.
3. Ann, K. Y., andBuenfeld, N. R., "The Effect of Calcium Nitrite on the Chloride-Induced Corrosion of Steel in Concrete," Magazine of Concrete Research, V. 59, No. 9, 2007, pp. 689-697.
4. Page, C. L., "Mechanism of Corrosion Protection in Reinforced Concrete Marine Structure," Nature, V. 258, No. 5535, 1975, pp. 514-515.
5. Glass, G. K., andBuenfeld, N. R., "Chloride Threshold Levels for Corrosion Induced Deterioration of Steel in Concrete," Chloride Penetration into Concrete, L. O. Nilsson and J. P. Oliver, eds., Nice, France, 1997, pp. 429-440.
6. Ann, K. Y., "Enhancing the Chloride Threshold Level for Steel Corrosion in Concrete," PhD thesis. University of London, London, UK, 2005, pp. 62-73.
7. Liu, Y., andWeyer, R. E., 'Time to Cracking for Chloride-Induced Corrosion in Reinforced Concrete," Corrosion of Reinforcement in Concrete Construction, C. L. Page, P. B. Bamforth, and J. W. Figg, eds., Cambridge. UK, 1996, pp. 88-104.
8. Funahashi, M., "Predicting Corrosion-Free Service Life of a Concrete Structure in a Chloride Environment," ACI Materials Journal, V. 87, No. 6, Nov.-Dec. 1990, pp. 581-587.
9. Clear, K. C., "Effectiveness of Epoxy-Coated Reinforcing Steel," Concrete International, V. 14, No. 5, May 1992, pp. 58-64.
10. Hussain, S. E.; Rasheeduzafar, S.; Al-Musallam, A.; andAl-Gahtani, A. S., "Factors Affecting Threshold Chloride for Reinforcement Corrosion in Concrete," Cement and Concrete Research, V. 25, No. 7, 1995, pp. 1543-1555.
11. Hansson, C. M., and Sorensen, B., "The Threshold Concentration of Chloride in Concrete for Initiation of Reinforcement Corrosion," Corrosion Rates of Steel in Concrete, N. S. Berke, V. Chanker, and D. Whiting, eds., ASTM STP 1065, 1988, pp. 3-16.
12. Glass, G. K.; Reddy, B.; andBuenfeld, N. R., "Corrosion Inhibition in Concrete Arising from its Acid Neutralization Capacity," Corrosion Science, V. 42, No. 9, 2000, pp. 1587-1598.
13. Glass, G. K., andBuenfeld, N. R., "The Presentation of the Chloride Threshold Level for Corrosion of Steel in Concrete," Corrosion Science, V. 39, No. 5, 1997, pp. 1001-1013.
14. Uhlig, H. H., Corrosion and Corrosion Control, John Wiley & Sons, Inc., New York, 1971, pp. 83-113.
15. Song, H.-W; Ann, K. Y.; andJung, M. S., "Identifying a Concrete Mix Design Using the Differential Acid Neutralisation Capacity of Cement Hydration Products," Structural Faults & Repair, M. C. Forde, ed., Edinburgh, UK, 2008. (CD-ROM)
16. 2O: Its Solid Solutions and Their Role in Chloride Binding," Cement and Concrete Research, V. 28, No. 12, 1998, pp. 1713-1723.
17. Gonzalez, J. A.; Ramirez, E.; and Bautista, A., "Protection of Steel Embedded in Chloride-Containing Concrete by Means of Inhibitors," Cement and Concrete Research, V. 28, No. 4, 1998, pp. 577-589.
18. ACI Committee 222, "Corrosion of Metals in Concrete (222R-89)" American Concrete Institute, Farmington Hills, MI, 1989, 30 pp.
19. Ryou, J. S., andAnn, K. Y., "Variation in the Chloride Threshold Level for Steel Corrosion in Concrete Arising from Different Chloride Sources," Magazine of Concrete Research, V. 60, No. 3,2008, pp. 177-187.
20. Glass, G. K., andBuenfeld, N. R., "The Influence of Chloride Binding on the Chloride Induced Corrosion Risk in Reinforced Concrete," Corrosion Science, V. 42, No. 2, 2000, pp. 329-344.
21. Jung, M. S., "The Resistance of Cement Matrix to a Fall in the pH at Corrosion Initiation," The 1st Joint Seminar of Concrete Laboratories on Durable Concrete Structures, Tokyo, Japan, 2007, pp. 12-17.
22. Gouda, V. K., "Corrosion and Corrosion Inhibition of Reinforcing Steel: 1 - Immersion in Alkaline Solution," British Corrosion Journal, V. 5, 1970, pp. 198-203.
23. Hope, B. B., andIp, A. K. C., "Corrosion Rates of Steel in Concrete," Cement and Concrete Research, V. 16, No. 5, 1986, pp. 771-781.
24. Glass, G. K.; Reddy, B.; andBuenfeld, N. R., "Corrosion Inhibition in Concrete Arising from its Acid Neutralization Capacity," Corrosion Science, V. 42, No. 9, 2000, pp. 1587-1598.
25. Ann, K. Y., andSong, H. W., "Chloride Threshold Level for Corrosion of Steel in Concrete," Corrosion Science, V. 49, No. 11, 2007, pp. 4113-4133.
26. Sergi, G., andGlass, G. K., "A Method of Ranking the Aggressive Nature of Chloride Contaminated Concrete," Corrosion Science, V. 42, No. 12, 2000, pp. 2043-2049.
27. Hussain, S. E.; Rasheeduzafar, S.; Al-Musallam, A.; andAl-Gahtani, A. S., "Factors Affecting Threshold Chloride for Reinforcement Corrosion in Concrete," Cement and Concrete Research, V. 25, No. 7, 1995, pp. 1543-1555.
28. Song, H. W.; Lee, C. H.; Jung, M. S.; andAnn, K. Y., "Development of Chloride Binding Capacity in Cement Pastes and Influence of the pH of Hydration Products," Canadian Journal of Civil Engineering, V. 35, No. 12, 2008, pp. 1427-1434.
29. Luo, R.; Cai, Y.; Wang, C.; and Huang, X., "Study of Chloride Binding and Diffusion in GGBS Concrete," Cement and Concrete Research, V. 33, No. 1, 2003, pp. 1-7.
30. Kim, Y. J.; Kim, S. C.; andKim, Y. T., "Corrosion Resistance and Hydration Heat of Concrete Containing Ground Granulated Blast Furnace Slag," KSCE Journal of Civil Engineering, V. 7, No. 4, 2003, pp. 339-404.
31. Hussain, S. E., and Rasheeduzafar, S., "Corrosion Resistance Performance of Fly Ash Blended Cement Concrete," ACI Materials Journal, V. 91, No. 3, May-June 1994, pp. 264-273.
32. Dhir, R. K.; El-Mohr, M. A. K.; andDyer, T. D., "Chloride Binding in GGBS Concrete," Cement and Concrete Research, V. 26, No. 12, 1996, pp. 1767-1773.
33. Dehwah, H. A. F.; Austin, S. A.; and Maslehnddin, M., "ChlorideInduced Reinforcement Corrosion in Blended Cement Concretes Exposed to Chloride-Sulphate Environments," Magazine of Concrete Research, V. 54, No. 5, 2002, pp. 355-364.
34. Bamforth, P. B., "The Derivation of Input Data for Modelling Chloride Ingress from Eight-Years UK Coastal Exposure Trials," Magazine of Concrete Research, V. 51, No. 2, 1999, pp. 87-96.
35. Glass, G. K., andBuenfeld, N. R., "The Influence of Chloride Binding on the Chloride Induced Corrosion Risk in Reinforced Concrete," Corrosion Science, V. 42, No. 2, 2000, pp. 329-344.
36. Page, C. L.;.Short, N. R.; and Holden, W. R., "The Influence of Different Cements on Chloride-Induced Corrosion of Reinforcing Steel," Cement and Concrete Research, V. 16, No. 1, 1986, pp. 79-86.