Modeling the effects of corrosion on the lifetime of extended reinforced concrete structures

Corrosion

Volumn 59, Issue 10, 2003, Pages 854-866

  Sagues A A ^a  

^a UNIVERSITY OF SOUTH FLORIDA   (United States)

Author keywords

Bridges; Concrete; Damage; Extended; Forecasting; Reinforcing; Steel; Structures

Indexed keywords

CONCRETE BRIDGES; CONCRETE CONSTRUCTION; DIFFUSION; REINFORCED CONCRETE;

DIFFUSIVITY;

CORROSION;

BRIDGE; CORROSION; FORECASTING; MODELING; REINFORCED CONCRETE;

EID: 0242626575     PISSN: 00109312     EISSN: None     Source Type: Journal    
DOI: 10.5006/1.3287706     Document Type: Article

References (32)

1. L. Li, A.A. Sagües, N. Poor, Cem. Concr. Res. 29 (1999): p. 315.
2. A.A. Sagüés, M.A. Pech-Canul, S. Al-Mansur, Corros. Sci. 45 (2003): p. 7.
3. P.B. Bamforth, Mag. Concr. Res. 51 (1999): p. 87.
4. L. Li, A.A. Sagüés, Corrosion 57 (2001): p. 19.
5. C. Andrade, C. Alonso, STP 1194, "Values of Corrosion Rate of Steel in Concrete in Order to Predict Service Life of Concrete Structures," in Application of Accelerated Corrosion Tests to Service Life Prediction of Materials, ed. G. Cragnolino (West Conshohocken, PA: ASTM International. 1992).
6. Bentur, S. Diamond, N.S. Berke, Steel Corrosion in Concrete; Fundamental and Civil Engineering Practice (New York, NY: E&FN Spon, 1997).
7. P. Mehta, Concrete, Structure, Properties, and Materials (Englewood Hills, NJ: Prentice-Hall, 1986).
8. K. Tuutti, Corrosion of Steel in Concrete (ISSN 0346-6906) (Stockholm, Sweden: Swedish Cement and Concrete Research Institute, 1982).
9. P.D. Cady, R.E. Weyers, J. Transp. Engrg. 110, 1 (1984): p. 35-44.
10. P. Mangat, B. Molloy, Mater. Struct. 27 (1994): p. 338-346.
11. L. Tang, Cem. Concr. Res. 29, (1999): p. 1,463.
12. A.A. Torres-Acosta, A.A. Sagüés, "Concrete Cover Cracking with Localized Corrosion of the Reinforcing Steel," In Proc. of the 5th CANMET/ACI Int. Conf. on Durability of Concrete, SP-192, ed. V.M Malhotra (Farmington Hills, MI: American Concrete Institute, 2000), p. 591.
13. A.A. Sagüés, W. Scannel, F.W. Soh, "Development of a Deterioration Model to Project Future Concrete Reinforcement Corrosion in a Dual Marine Bridge," in Proc. Int. Conf. on Corrosion and Rehabilitation of Reinforced Concrete Structures, held Dec. 7-11, CD ROM Publication no. FHWA-SA-99-014 (Washington, DC: Federal Highway Administration, 1998).
14. W. Scannel, F. Soh, A.A. Sohanghpurwala, A. Sagüés, "Assessment of Rehabilitation Alternatives for Bridge Substructure Components," Final Report (Ashburn, VA: CONCORR. Inc., 1998).
15. A.A. Sagüés, "Corrosion of Epoxy-Coated Rebar in Florida Bridges," Final Report to Florida Department of Transportation (DOT), WPI no. 0510603, May 1994 (available from Florida Department of Transportation, Research Center, Tallahassee, FL).
16. R.E. Weyers, B.D. Prowell, I.L. Al-Qadi, M.M. Sprinkel, M. Vorster, "Concrete Bridge Protection, Repair, and Rehabilitation Relative to Reinforcement Corrosion: A Methods Application Manual," SHRP-S-360 (Washington, DC: National Research Council, 1993).
17. A.A. Sagüés, R.G. Powers, R. Kessler, "Corrosion Performance of Epoxy-Coated Rebar in Florida Keys Bridges," CORROSION/2001, paper no. 01642 (Houston, TX: NACE International, 2001).
18. A.A. Sagüés, H.M. Perez-Duran, R.G. Powers, Corrosion 47, 11 (1991): p. 884.
19. A. Sagüés, R. Powers, R. Kessler, "Corrosion Processes and Field Performance of Epoxy-Coated Reinforcing Steel in Marine Substructures," CORROSION/94, paper no. 299 (Houston, TX: NACE, 1994).
20. A. Sagüés, R. Powers, "Coating Disbondment in Epoxy-Coated Reinforcing Steel in Concrete-Field Observations," CORROSION/96, paper no. 325 (Houston, TX: NACE, 1996).
21. W. Hartt, S.K. Lee, J. Costa, "Condition Assessment and Deterioration Rate Projection for Chloride-Contaminated Concrete Structures," in Repair and Rehabilitation of Reinforced Concrete Structures: The State of the Art, eds. W.P. Silva-Araya, O.T. de Rincon, L. Pumarada O'Neill (Reston, VA: ASCE, 1998), p. 82.
22. N.S. Berke, M.C. Hicks. ASTM STP 1137, "Estimating the Life Cycle of Reinforced Concrete Decks and Marine Piles Using Laboratory Diffusion and Corrosion Data," in Corrosion Forms and Control for Infrastructure, ed. Victor Chaker (West Conshohocken, PA: ASTM International, 1992). p. 207.
23. K.C. Clear, Concr. Int. 14, 5 (1992): p. 58.
24. D.B. McDonald, D.W. Pfeifer, M.R. Sherman, "Corrosion Evaluation of Epoxy-Coated, Metallic-Clad, and Solid Metallic Reinforcing Bars in Concrete," Report no. FHWA-RD-98-153 (Springfield, VA: Nat. Tech. Info. Service, 1998).
25. R. Weyers, "Corrosion Service Life Model Concrete Structures," in Repair and Rehabilitation of Reinforced Concrete Structures: The State of the Art, eds. W.P. Silva-Araya, O.T. de Rincon, L. Pumarada O'Neill (Reston, VA: ASCE, 1998), p. 105.
26. M.D.A. Thomas, E.C. Bentz, "Life 365-Computer Program for Predicting the Service Life and Life-Cycle Costs of Reinforced Concrete Exposed to Chlorides," ver. 1.0.0 (Potomac, MD: The Concrete Corrosion Inhibitors Association. 2000).
27. R. Dihr, M. Jones, E. Byars, I. Shaaban, "Predicting Concrete Durability from its Absorption," in Durability of Concrete, ed. V. Malhotra, SP 145 (Farmington Hills, MI: ACl, 1994), p. 1,177.
28. F.J. Presuel-Moreno, A.A. Sagüés, S.C. Kranc, "Steel Activation in Concrete Following Interruption of Long-Term Cathodic Polarization," CORROSION/2002, paper no. 02259 [Houston, TX: NACE, 2002].
29. C. Alonso, M. Castellote, C. Andrade, Electrochim. Acta 47 (2002): p. 3,469.
30. P. Pedeferri, Constr. Build. Mater. 10 (1996): p. 391.
31. A.A. Sagüés, S.C. Kranc, "Model for a Quantitative Corrosion Damage Function for Reinforced Concrete Marine Substructure," in Rehabilitation of Corrosion-Damaged Infrastructure Proc., Symp. 3, 3rd NACE Latin-American Region Corrosion Congress, eds. P. Castro, O. Troconis, C. Andrade, ISBN 970-92095-0-7 (Houston, TX: NACE, 1998).
32. A. Sagués, R. Powers, Corrosion 52 (1996): p. 508.