Corrosion of reinforcement steel embedded in high water-cement ratio concrete contaminated with chloride

Cement and Concrete Composites

Volumn 20, Issue 4, 1998, Pages 263-281

  Suryavanshi, A K ^a   Scantlebury, J D ^b   Lyon, S B ^b  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

^b UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

Chloride; Corrosion; Durability; Pore solution

Indexed keywords

CALCIUM COMPOUNDS; CHLORINE; CONCRETE REINFORCEMENTS; DURABILITY; ELECTRODES; HYDRATION; MORTAR; PORTLAND CEMENT; SCANNING ELECTRON MICROSCOPY; STEEL CORROSION;

SULFATE RESISTANT PORTLAND CEMENT; TRICALCIUM ALUMINATE; WATER-CEMENT RATIO;

REINFORCED CONCRETE;

EID: 0032140125     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0958-9465(98)00018-3     Document Type: Article

References (17)

1. Rasheeduzzafar, X., Al-Saadoun, S. S., Al-Gahtani, A. S. & Dakhil, F. H., Effect of tricalcium aluminate content of cement on corrosion of reinforcing steel in concrete. Cem. Concr. Res., 20 (1990) 723-738.
2. Suryavanshi, A. K., Scantlebury, J. D. & Lyon, S. B., The binding of chloride ion by sulphate resistant Portland cement. Cem. Concr. Res., 25 (1995) 581-592.
3. Rasheeduzzafar, X., Influence of cement composition on concrete durability. ACI Mater. J., 89 (1992) 574-586.
4. Rasheeduzzafar, X., Ehteshan Hussain, S. & Al-Saadiun, S. S., Effect of cement composition on chloride binding and corrosion of reinforcing steel in concrete. Cem. Concr. Res., 21 (1991) 777-794.
5. Holden, W. R., Page, C. L. & Short, N. R., The influence of chlorides and sulphates on durability. In Corrosion of Reinforcement in Concrete Construction, Crane, A.P. (Ed). Ellis Harwood Ltd, England, pp. 143-150.
6. Dehganin, C. & Lock, C. E., Effect of chloride ion type on corrosion of steel in concrete. Proc. 8th Int. Congress on Metallic Corrosion, 1981, II, pp. 1761-1766.
7. Al Khalaf, M. N. & Page, C. L., Steel/mortar interfaces: Microstructural features and mode of failure. Cem. Concr. Res., 9 (1979) 197-208.
8. Treadaway, K. W. J., Cox, R. N. & Brown, B. L., Durability of corrosion resisting steels in concrete. Proc. Institution of Civil Engineers, Part I, 1989, April, Vol. 86, pp. 305-331.
9. Zhang, S. H. & Lyon, S. B., Problems in AC impedance measurement of high resistance system in thin-film electrolytes. IEE Colloquium, Digest 071, Proc. Institution of Electrical Engineers, London, 1994.
10. Andrade, C. & Castelo, V., Practical measurement of the AC impedance of steel bars embedded in concrete by means of a spectrum analyser (fast Fourier transform). Br. Corros. J., 19 (1984) 98-100.
11. Andrade, C., Castelo, V., Alonso, C. & Gonzalez, J. A., The determination of the corrosion rate of steel embedded in concrete by the polarisation resistance and AC impedance methods. ASTM STP 906, American Society for Testing and Materials, Philadelphia, 1986, pp. 43-63.
12. Alonso, C. & Andrade, C., Effect of nitrite as corrosion inhibitor in contaminated and chloride-free carbonated mortars. ACI Mater. J., 87 (1990) 130-137.
13. Barneyback, R. S. & Diamond, S., Expression and analyses of pore fluids from hardened cement pastes and mortars. Cem. Concr. Res., 11 (1987) 279-285.
14. Hausman, D. A., Steel corrosion in concrete: How does it occur?. Mater. Protect., 6 (1967) 19-23.
15. Lambert, P., Page, C. L. & Vassie, P. R. W., Investigation of reinforcement corrosion. 2 Electrochemical monitoring of steel in chloride-contaminated concrete. Mater. Struct., 24 (1991) 351-358.
16. Gjorv, O. E., Mechanisms of corrosion of steel in concrete structures. Proc. Eval. Mater., 89 (1989) 565-578.
17. Parrot, L. J., Influence of environmental parameters upon permeability: A review. Permeability of concrete as criterion of its durability, Report of RILEM Technical Committee 116-PCW, RILEM, France, 1990.