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Publication Number: FHWA-HRT-07-039
Date: July 2007
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Bibliography - Corrosion Resistant Alloys for Reinforced Concrete

  1. Virmani, Y.P; Jones, W.R.; and Jones, D.H., Public Roads, Vol. 84(3), 1984, p. 96.
  2. Koch, G.H.; Brongers, P.H.; Thompson, N.G.; Virmani, Y.P.; and Payer, J.H., “Corrosion Costs and Prevention Strategies in the United States,” Report No. FHWA-RD-01-156, Federal Highway Administration, Washington, DC, March 2002.
  3. Yunovich, M.; Thompson, N.G.; and Virmani, Y.P., "Life Cycle Cost Analysis for Reinforced Concrete Bridge Decks," paper no. 03309 presented at CORROSION/03, March 10–14, 2003, San Diego.
  4. Stratfull, R.F.; Jurkovich, W.J.; and Spellman, D.L., Transportation Research Record, Vol.539, 1975, p. 50.
  5. Code of Federal Regulations, Section 650.305, "Frequency of Inspections," U.S. Government Printing Office, revised April 1, 2002, Washington, DC.
  6. Tutti, K., Corrosion of Steel in Concrete, Report No. Fo 4, Swedish Cement and Concrete Research Institute, Stockholm, 1982.
  7. Stafford, R.T., "Epoxy Coated Rebars," Parking, March–April 1973, p. 39.
  8. Clifton, J.R.; Beehgly, H.F.; and Mathey, R.G., "Non-Metallic Coatings for Concrete Reinforcing Bars," Report No. FHWA-RD-74-18, Federal Highway Administration, Washington, DC, February 1974.
  9. Virmani, Y.P.; and Clemena, G.G., "Corrosion Protection: Concrete Bridges," Report No.FHWA-RD-98-088, Federal Highway Administration, Washington, DC, September 1998.
  10. Powers, R.G.; and Kessler, R., "Corrosion Evaluation of Substructure, Long Key Bridge," Corrosion Report No. 87-9A, Florida Department of Transportation, Gainesville, FL, 1987.
  11. Powers, R.G., "Corrosion of Epoxy-Coated Rebar, Keys Segmental Bridges, Monroe County," Report No. 88-8A, Florida Department of Transportation, Gainesville, FL, August 1988.
  12. Zayed, A.M.; and Sagues, A.A., "Corrosion of Epoxy-Coated Reinforcing Steel in Concrete," Paper No. 386 presented at CORROSION/89, New Orleans, LA, April 21, 1989.
  13. Gustafson, D.P., "Epoxy Update," Civil Engineering, Vol. 58, No. 10, p. 38, 1988.
  14. Hartt, W.H.; Powers, R.G.; Leroux, V.; and Lysogorski, D.K., "A Critical Literature Review of High-Performance Reinforcements in Concrete Bridge Applications," Report No. FHWA-HRT-04-093, Federal Highway Administration, Washington, DC, July 2004.
  15. McDonald, J.B.; Pfiefer, D.F.; and Blake, G.T., The Corrosion Performance of Inorganic-, Ceramic-, and Metallic-Clad Reinforcing Bars and Solid Metallic Reinforcing Bars in Accelerated Screening Tests, Report No. FHWA-RD-96-085, Federal Highway Administration, Washington, DC, October 1996.
  16. Samson, E.; Lemaire, G.; Marchand, J.; and Beaudoin, J.J., "Modeling Chemical Activity Effects in Strong Ionic Solutions," Computational Materials Science, Vol. 15, Issue 3, pp.285–294, August 1999.
  17. Hurley, M.F.; and Scully, J.R., "Threshold Chloride Concentrations of Selected Corrosion Resistant Rebar Materials Compared to Carbon Steel," paper no. 05259 presented at CORROSION/05, April 3–7, 2005, Houston.
  18. Li, L.; and Sagüés, A.A., Corrosion, Vol. 57, p. 19, 2001.
  19. Florida Department of Transportation, "Florida Method of Test for Determining Low Levels of Chloride in Concrete and Raw Materials," Designation FM 5-516, Florida Department of Transportation, Tallahassee, FL, September 1994.
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