• Federal Highway Administration >
• Publications >
• Research Publications >
• 09020 >
• Ref.Cfm
• Corrosion Resistant Alloys for Reinforced Concrete

Corrosion Resistant Alloys for Reinforced Concrete

Previous | Table of Contents

REFERENCES

1. Virmani, Y.P., Jones, W.R., and Jones, D.H. (1984). Public Roads, 84(3), 96.
2. Koch, G.H., Brongers, P.H., Thompson, N.G., Virmani, Y.P., and Payer, J.H. (March 2002). Corrosion Costs and Prevention Strategies in the United States. Report No. FHWA-RD-01-156. Federal Highway Administration. Washington, DC.
3. Yunovich, M., Thompson, N.G., and Virmani, Y.P. (2003). "Life Cycle Cost Analysis for Reinforced Concrete Bridge Decks." Paper No. 03309. Presented at CORROSION/03, March 10-14. San Diego, CA.
4. Stratfull, R.F., Jurkovich, W.J., and Spellman, D.L. (1975). Transportation Research Record, 539, 50.
5. (2002). "Frequency of Inspections." Code of Federal Regulations, Section 650.305. U.S. Government Printing Office. April 1, 2002 revision. Washington, DC.
6. Tutti, K. (1983). "Corrosion of Steel in Concrete." Report No. 4. Swedish Cement and Concrete Research Institute. Stockholm, Sweden.
7. Hausman, D.A. (1967). "Steel Corrosion in Concrete." Materials Protection, 6(11), 19.
8. Glass, G.K. and Buenfeld, N.R. (1995). "Chloride Threshold Levels for Corrosion
   Induced Deterioration of Steel in Concrete." Paper No. 3 presented at RILEM
   International Workshop on Chloride Penetration into Concrete. October 15-18.
   Saint Rémy-les-Chevreuse, France.
9. Sagúés, A.A. (2003). "Modeling the Effects of Corrosion on the Lifetime of Extended Reinforced Concrete Structures." Corrosion, 59, 854.
10. Torres-Acosta, A.A. and Sagúés, A.A. (2000). "Concrete Cover Cracking with Localized Corrosion of the Reinforcing Steel." Proc. 5th CANMET/ACI International Conference on Durability of Concrete, SP-192, Ed. v.M. Malhotra. American Concrete Institute. 591. Farmington Hills, MI.
11. Stafford, R.T. (1973). "Epoxy Coated Rebars." Parking, 39.
12. Clifton, J.R., Beehgly, H.F., and Mathey, R.G. (1974). Non-Metallic Coatings for Concrete Reinforcing Bars. Report No. FHWA-RD-74-18. Federal Highway Administration. Washington, DC.
13. Virmani, Y.P. and Clemena, G.G. (1998). Corrosion Protection: Concrete Bridges. Report No. FHWA-RD-98-088. Federal Highway Administration. Washington, DC.
14. Powers, R.G. and Kessler, R. (1987). Corrosion Evaluation of Substructure, Long Key Bridge. Corrosion Report No. 87-9A. Florida Department of Transportation. Gainesville, FL.
15. Powers, R.G. (1988). Corrosion of Epoxy-Coated Rebar. Keys Segmental Bridges Monroe County. Report No. 88-8A. Florida Department of Transportation. Gainesville, FL.
16. Zayed, A.M. and Sagúés, A.A. (1989). "Corrosion of Epoxy-Coated Reinforcing Steel in Concrete." Paper No. 386. Presented at CORROSION/89, April 21. New Orleans, LA.
17. Gustafson, D.P. (1988). "Epoxy Update." Civil Engineering, 58(10), 38.
18. Hartt, W.H., Powers, R.G., Leroux, V., and Lysogorski, D.K. (2004). A Critical Literature Review of High-Performance Reinforcements in Concrete Bridge Applications. Report No. FHWA-HRT-04-093. Federal Highway Administration. Washington, DC.
19. Hartt, W.H., Powers, R.G., Lysogorski, D.K., Liroux, V., and Virmani, Y.P. (2007). Corrosion Resistant Alloys for Reinforced Concrete. Report No. FHWA-HRT-07-039. Federal Highway Administration. Washington, DC.
20. "Standard Practice for Making and Curing Concrete Specimens in the Laboratory."
    ASTM C192-04. American Society for Testing and Materials. Annual Book of Standards. West Conshohocken, PA.
21. Krane, S.C., Sagúés, A.A., and P-Moreno, F. (2002). "Decreased Corrosion Initiation Time of Steel in Concrete due to Reinforcing Bar Obstruction of Diffusional Flow." ACI Materials Journal, 99(1), 51.
22. Yu, H. and Hartt, W.H. (2007). "Effect of Reinforcement and Coarse Aggregates on Chloride Ingress into Concrete and Time-to-Corrosion: Part I-Spatial Chloride Distribution and Implications." Corrosion, 63, 843.
23. Yu, H., Himiob, R.J., and Hartt, W.H. (2007). "Effect of Reinforcement and Coarse Aggregates on Chloride Ingress into Concrete and Time-to-Corrosion: Part II-Spatial Distribution of Aggregates." Corrosion, 63, 924.
24. Clemena, G.G. and Virmani, Y.P. (2004). "Comparing the Chloride Resistances of Reinforcing Bars." Concrete International, 39.
25. Sagúés, A.A., Krane, S.C., Presuel-Moreno, F., Rey, D., Torres-Acosta, A., and Yao, L. (2001). "Corrosion Forecasting for 75-Year Durability Design of Reinforced Concrete." Report No. BA502, Submitted to Florida Department of Transportation by University of South Florida. December 31, 2001.

Previous | Table of Contents