Comparison of two accelerated corrosion techniques for concrete structures

ACI Structural Journal

Volumn 104, Issue 3, 2007, Pages 344-347

  Yuan, Yingshu ^a   Ji, Yongsheng ^a   Shah, Surendra P ^b,c  

^a CHINA UNIVERSITY OF MINING AND TECHNOLOGY   (China)

^b Northwestern University   (United States)

^c Center for Advanced Cement Based Materials

Author keywords

Acceleration; Corrosion; Deterioration; Reinforcement

Indexed keywords

BEARING CAPACITY; DETERIORATION; DURABILITY; LOAD LIMITS; REINFORCED CONCRETE; SERVICE LIFE; STEEL CORROSION;

ARTIFICIAL CLIMATE ENVIRONMENT; GALVANOSTIC METHOD;

CONCRETE CONSTRUCTION;

EID: 34547884608     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (13)

1. Almusallam, A. A., "Effect of Degree of Corrosion on the Properties of Reinforcing Steel Bars," Construction and Building Materials, V. 15, 2001, pp. 361-368.
2. El Maaddawy, T. A., and Soudki, K. A., "Effectiveness of Impressed Current Technique to Simulate Corrosion of Steel Reinforcement in Concrete," Journal of Materials in Civil Engineering, ASCE, V. 15, No. 1, Jan.-Feb. 2003, pp. 41-47.
3. Lee, H.-S.; Noguchi, T.; and Tomosawa, F., "Evaluation of the Bond Properties between Concrete and Reinforcement as a Function of the Degree of Reinforcement Corrosion," Cement and Concrete Research, V. 32, 2002, pp. 1313-1318.
4. Auyeung, Y.; Balaguru, P.; and Chung, L., "Bond Behavior of Corroded Reinforcement Bars," ACI Materials Journal, V. 97, No. 2, Mar.-Apr. 2000, pp. 214-220.
5. Congqi, F.; Lundgren, K; Chen, L.; and Zhu, C.; "Corrosion Influence on Bond on Reinforced Concrete," Cement and Concrete Research, V. 34, 2004, pp. 2159-2167.
6. Uomoto, T., and Misra, S., "Deterioration of Concrete Beams and Columns Caused by Corrosion of Reinforcing Steel Bars," 4th International Conference on Durability of Building Materials and Components, Singapore, 1987.
7. Ballim, Y., and Rei, J. C., "Reinforcement Corrosion and the Deflection of RC Beams - An Experimental Critique of Current Test Methods," Cement & Concrete Composites, V. 25, 2003, pp. 625-632.
8. Ahn, W., and Reddy, D. V., "Galvanostatic Testing for the Durability of Marine Concrete under Fatigue Loading," Cement and Concrete Research, V. 31, 2001, pp. 343-349.
9. Yoon, S.; Wang, K.; Weiss, W. J.; and Shah, S. P., "Interaction between Loading, Corrosion, and Serviceability of Reinforced Concrete," ACI Material Journal, V. 97, No. 6, Nov.-Dec. 2000, pp. 637-644.
10. Li, C. Q., "Initiation of Chloride-Induced Reinforcement Corrosion in Concrete Structural Members-Experimentation," ACI Structural Journal, V. 98, No. 4, July-Aug. 2001, pp. 502-510.
11. Li, C. Q., and Melchers, R. E., "Time-Dependent Risk Assessment of Structural Deterioration Caused by Reinforcement Corrosion," ACI Structural Journal, V. 102, No. 5, Sept.-Oct. 2005, pp. 754-762.
12. Nounu, G., and Chaudhary, Z., "Reinforced Concrete Repairs in Beams," Construction and Building Materials, V. 13, 1999, pp. 195-212.
13. Yuan; Y.; Li, G.; and Jiang, D., "Corrosion Rate of Rebar in Concrete," International Conference on Advances in Concrete and Structures (ICACS), Sept, 17-19, 2003, Xuzhou, China, pp. 388-373.