Assessment of stainless steel reinforcement for concrete structures rehabilitation

Journal of Constructional Steel Research

Volumn 64, Issue 11, 2008, Pages 1317-1324

  Perez Quiroz J T ^a,b   Teran J ^a   Herrera, M J ^a   Martinez M ^a   Genesca J ^b  

^a INSTITUTO MEXICANO DEL TRANSPORTE   (Mexico)

^b UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO   (Mexico)

Author keywords

Carbon steel; Corrosion potential; Galvanic corrosion; Galvanic coupling; Reinforcing bar; Stainless steel

Indexed keywords

AUSTENITIC STAINLESS STEEL; AUSTENITIC STEEL; CARBON; CARBON STEEL; CONCRETE CONSTRUCTION; CONCRETE REINFORCEMENTS; CORROSION; CORROSION RESISTANCE; CORROSION RESISTANT ALLOYS; GALVANIZING; INERT GAS WELDING; MAINTENANCE; METALS; PAINTING; REINFORCED CONCRETE; REINFORCEMENT; RISK ASSESSMENT; STEEL; STEEL CORROSION; STEEL METALLURGY;

AGGRESSIVE ENVIRONMENTS; AUSTENITIC; CONCRETE STRUCTURES; CORROSION BEHAVIORS; CORROSION POTENTIAL; CORROSION POTENTIALS; GALVANIC CORROSION; GALVANIC CORROSIONS; GALVANIC COUPLING; GALVANIC CURRENTS; REINFORCING BAR; SIMULATED CONCRETE PORE; STAINLESS STEEL REBAR; STAINLESS STEEL REINFORCEMENT; STAINLESS STEELS; SUPERIOR CORROSION; TWO MATERIALS;

STAINLESS STEEL;

EID: 50849120728     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2008.07.024     Document Type: Article

References (30)

1. Li L., and Sagüés A.A. Chloride corrosion threshold of reinforcing steel in alkaline solutions-open-circuit immersion tests. Corrosion 57 1 (2001) 19-28
2. Corrosion costs and preventive strategies in the United States Publication no. FHWA-RD-01-156, Gerhardus H Koch, Michael PH Brongers, Neil G. Thompson CC Technologies Laboratories, Inc. Dublin, Ohio Y. Paul Virmani US Federal Highway Administration, Turner-Fairbank Highway Research Center, McLean, Virginia J.H. Payer Case Western Reserve University, Cleveland, Ohio
3. Madrid Martínez M., Acosta T.A., del Valle Moreno A., Pérez-Quiroz J.T., Backkhoff M.A., and Carrion Viramontes F. Corrosion damage evaluation and dianosis of bridges in the Mexican highway network. In: Bakht B. (Ed). Proceedings of the 3rd International conference on structural health monitoring & intelligent infrastructure (2007), JMBT Structures Research Inc., Canada, Aftab Mufti 6
4. Arminox reports: Pier in Progreso. Mexico inspection report evaluation of the stainless steel reinforcement. March 1999
5. Herrera MJ, Torres-Acosta AA, Perez-Quiroz JT, Martinez M. Electrochemical evaluation of galvanized rebars in alkaline solutions with an inhibitor, In: Corrosion of infrastructure, chapter 3; Cementitious systems-monitoring, ECS transactions, vol. 3, Issue 13. The Electrochemical Society; 2007. p. 139
6. Carpio JJ, Perez-Lopez T, Genesca J, Martinez L. Rehabilitation of a damaged reinforced concrete bridge in a marine environment, Repair and rehabilitation of reinforced concrete structures the state of the art. In: Proceedings of international seminar, PB ASCE. 1997
7. Pier in Progreso, Mexico: Inspection report evaluation of stainless steel reinforcement. Arminox, Ramboll. 1999
8. Castro-Borges P., Troconis-Rincón O., Moreno E.I., Torres-Acosta A.A., Martínez-Madrid M., and Knudsen A. Materials Performance 41 10 (2002) 50
9. Treadaway K.W.J., Cox R.N., and Brown B.L. Durability of corrosion resisting steels in concrete. Proceedings Institution Civil Engineers 86 (1989) 13-27
10. Sorensen B Jensen P.B., and Maanh E. The corrosion propierties of stainless steel reinforcement. In: Page C.L., Treadaway K.W.J., and Bamforth P.B. (Eds). Corrosion of reinforcement in concrete (1990), Elsevier Applied Science, New York
11. In: Nurnberger U. (Ed). Stainless steel in concrete. European Federation of Corrosion publications vol. 18 (1996), Institute of Materials, London
12. McDonald DB, Pfeifer DW, Sherman MR. Corrosion evaluation of epoxy-coated. In: Metallic clad and solid metallic reinforcing bars in concrete. Publication number FHWA-RD-98-153. US Department of Transportation Federal Highway Administration; 1998, p. 127
13. Bertolini L, Gastaldi M, Pastore T, Pedeferri MP, Pedeferri P. Effects of galvanic coupling between carbon steel and stainless steel reinforcement in concrete. In: International conference on corrosion and rehabilitation of reinforced concrete structures. 1998
14. Bertolini L, Gastaldi M, Pastore T, Pedeferri MP. Effect of chemical composition on corrosion behaviour of stainless steel in chloride contamination and carbonated concrete, properties and performances. In: Proceedings of 3rd European congress stainless steel '99, vol. 3. Chia Laguna: AIM; 1999
15. Bertolini L., and Pedeferri P. Laboratory and field experience on the use of stainless steel to improve durability of reinforced concrete. Corrosion Review 20 (2002) 129
16. Knudsen A, Jensen FM, Klinghoffer O, Skovsgaard T. Cost-effective enhancement of durability of concrete structures by intelligent use of stainless steel reinforcement. In: International conference on corrosion and rehabilitation of reinforced concrete structures. 1998
17. Knudsen A., and Skovsgaard T. Stainless steel reinforcement. Concrete Engineering 5 3 (2001) 59
18. Klinghoffer O, Frolund T, Kofoed B, Knudsen A, Jensen FM, Skovsgaard T. Practical and economic aspects of application of austenitic stainless steel, AISI 316, as reinforcement in concrete. In: Mietz J, Polder R, Elsener B, editors. Corrosion of reinforcement in concrete: Corrosion mechanisms and corrosion protection. 2000
19. Cochrane D.J. Efficient use of stainless steel reinforcement for bridge structure. In: Swamy R.N. (Ed). Infrastructure regeneration and rehabilitation improving the quality of life through better construction: A vision for the next millennium (1999), Sheffield Academic Press, Sheffield
20. Hope B. Some corrosion aspects of stainless steel reinforcement in concrete. Final report of MTO special project Q900076, MI-181. 2001
21. Cui F, Janney W, Sagues A. Cathodic behavior of stainless steel 316LN reinforcing bars in simulated concrete pore solutions. Paper 08323. Corrosion 2008, NACE International, Houston; 2008
22. Webster HA. A discussion on cell action as it refers to steels in concrete, COR-97-7810-N. CORRENG Consulting Service Inc., Downsview (Ontario); 1997
23. Seibert PJ. Galvanic corrosion aspects of stainless and black steel reinforcement in concrete. M. Sc. thesis. Queen's University; 1998
24. Guide for surface preparation for the repair of deteriorated concrete resulting from reinforcing steel corrosion (1995), International Concrete Repair Institute Guideline no. 03730
25. ASTM C876-91. Standard test method for half-cell potentials of uncoated reinforcing steel in concrete. 1999
26. Page C.L., and Treadway K.W.J. Aspects of the electrochemistry of steel in concrete. Nature 297 5862 (1992) 109-115
27. Schiessl P. Corrosion of steel in concrete. Report of the technical committee 60-CSC, RILEM (1988), Chapman and Hall, New York p. 97
28. Clear K.C. Measuring rate of corrosion of steel in field concrete structures. Transportation research record 1211 (1989), Transportation Research Board, Washington, DC 28-37
29. Sistonen E, Tukiainen P, Peltola S, Skriko S, Lastala M, Huovinen S. Improving the durability of reinforced outdoor concrete structures by restricting cracks and protecting reinforcement, part I & II. Project 1998-2002
30. Qian S, Qu D, Coates G. Galvanic coupling between carbon steel and stainless steel reinforcements. In: COM2005, Materials degradation: Innovation, inspection. 2005