journal article·2023-12-01Open access

Corrosion Behavior of Conventional and Corrosion-Resistant Steel Reinforcements in High-Performance and Ultra-High-Performance Concrete

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ACI Materials Journal· Volume 120· Issue 6

Abstract

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OpenAlex topics: Concrete Corrosion and Durability · Corrosion Behavior and Inhibition · Concrete and Cement Materials Research

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References (53)

Show source-provided references
1. AASHTO T 259, 2002, “Standard Method of Test for Resistance of Concrete to Chloride Ion Penetration,” American Association of State Highway and Transportation Officials, Washington, DC.
2. Abbas, S.; Nehdi, M. L.; and Saleem, M. A., 2016, “Ultra-High Performance Concrete: Mechanical Performance, Durability, Sustainability and Implementation Challenges,” International Journal of Concrete Structures and Materials, V. 10, No. 3, pp. 271-295. doi: 10.1007/s40069-016-0157-410.1007/s40069-016-0157-4 ↗
3. ACI Committee 222, 2001, “Protection of Metals in Concrete Against Corrosion (ACI 222R-01),” American Concrete Institute, Farmington Hills, MI, 41 pp.
4. ACI Committee 318, 2019, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 625 pp.
5. ACI Committee 363, 2010, “Report on High-Strength Concrete (ACI 363R-10),” American Concrete Institute, Farmington Hills, MI, 65 pp.
6. Aïtcin, P. C., 2003, “The Durability Characteristics of High-Performance Concrete: A Review,” Cement and Concrete Composites, V. 25, No. 4-5, pp. 409-420. doi: 10.1016/S0958-9465(02)00081-110.1016/S0958-9465(02)00081-1 ↗
7. Alghamdi, S. A., and Ahmad, S., 2014, “Service Life Prediction of RC Structures Based On Correlation Between Electrochemical and Gravimetric Reinforcement Corrosion Rates,” Cement and Concrete Composites, V. 47, pp. 64-68. doi: 10.1016/j.cemconcomp.2013.06.00310.1016/j.cemconcomp.2013.06.003 ↗
8. Alkaysi, M.; El-Tawil, S.; Liu, Z.; and Hansen, W., 2016, “Effects of Silica Powder and Cement Type On Durability of Ultra High Performance Concrete (UHPC),” Cement and Concrete Composites, V. 66, pp. 47-56. doi: 10.1016/j.cemconcomp.2015.11.00510.1016/j.cemconcomp.2015.11.005 ↗
9. ASTM C666/C666M-15, 2015, “Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing,” ASTM International, West Conshohocken, PA.
10. ASTM C672/C672M-12, 2012, “Standard Test Method for Scaling Resistance of Concrete Surfaces Exposed to Deicing Chemicals,” ASTM International, West Conshohocken, PA.
11. ASTM C876-15, 2015, “Standard Test Method for Corrosion Potentials of Uncoated Reinforcing Steel in Concrete,” ASTM International, West Conshohocken, PA.
12. ASTM C944/C944M-12, 2012, “Standard Test Method for Abrasion Resistance of Concrete or Mortar Surfaces by the Rotating-Cutter Method,” ASTM International, West Conshohocken, PA.
13. ASTM C1202-12, 2012, “Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration,” ASTM International, West Conshohocken, PA.
14. ASTM C1260-14, 2014, “Standard Test Method for Potential Alkali Reactivity of Aggregates,” ASTM International, West Conshohocken, PA.
15. ASTM G1-03(2011), 2003, “Standard Practice for Preparing, Cleaning, and Evaluating Corrosion Test,” ASTM International, West Conshohocken, PA.
16. ASTM G102-89(2010), 1989, “Standard Practice for Calculation of Corrosion Rates and Related Information from Electrochemical Measurements,” ASTM International, West Conshohocken, PA.
17. ASTM G109-13, 2013, “Standard Test Method for Determining the Effects of Chemical Admixtures on the Corrosion of Embedded Steel Reinforcement in Concrete Exposed to Chloride Environments,” ASTM International, West Conshohocken, PA.
18. Batoz, J., and Behloul, M., 2009, “UHPFRC Development on the Last Two Decades: An Overview,” UHPFRC Conference, Marseille, France, pp. 1-13.
19. BS EN 197-1:2011, 2011, “Cement - Composition, Specifications and Conformity Criteria for Common Cements,” British Standards Institution, London, UK.
20. Cady, P. D., and Gannon, E. J., 1993, “Condition Evaluation of Concrete Bridges Relative to Reinforcement Corrosion, Volume 8: Procedure Manual,” SHRP-S-330, Strategic Highway Research Program, Washington, DC.
21. Cui, F., 2003, “Corrosion Behavior of Stainless Steel Clad Rebar,” PhD dissertation, University of South Florida, Tampa, FL.
22. Darwin, D.; O’Reilly, M.; Somogie, I.; Sperry, J.; Lafikes, J.; Storm, S.; and Browning, J., 2013, “Stainless Steel Reinforcement as a Replacement for Epoxy Coated Steel in Bridge Decks,” Report FHWA-OK-13-08, University of Kansas Center for Research, Inc., Lawrence, KS.
23. El-Gelany, M., 2001, “Short-Term Corrosion Rate Measurement of NC and HPC Reinforced Concrete Specimens by Electrochemical Techniques,” Materials and Structures, V. 34, No. 7, pp. 426-432. doi: 10.1007/BF0248228910.1007/BF02482289 ↗
24. Ferdosian, I., and Camões, A., 2016, “Ultra-High Durable Concrete: A Way Towards Safe and Durable Structures,” 7th International Conference on Safety and Durability of Structures (ICOSADOS 2016), Vila Real, Portugal.
25. Ghafari, E.; Arezoumandi, M.; Costa, H.; and Júlio, E., 2015, “Influence of Nano-Silica Addition in the Durability of UHPC,” Construction and Building Materials, V. 94, pp. 181-188. doi: 10.1016/j.conbuildmat.2015.07.00910.1016/j.conbuildmat.2015.07.009 ↗
26. Gowripalan, N., and Mohamed, H. M., 1998, “Chloride-Ion Induced Corrosion of Galvanized and Ordinary Steel Reinforcement in High-Performance Concrete,” Cement and Concrete Research, V. 28, No. 8, pp. 1119-1131. doi: 10.1016/S0008-8846(98)00090-810.1016/S0008-8846(98)00090-8 ↗
27. Graybeal, B., 2005, “Characterization of the Behavior of Ultra-High-Performance Concrete,” PhD dissertation, University of Maryland, College Park, MD.
28. Graybeal, B., 2006, “Material Property Characterization of Ultra-High Performance Concrete,” Report No. FHWA-HRT-06-103, Federal Highway Administration, McLean, VA.
29. Graybeal, B., and Hartman, J., 2003, “Strength and Durability of Ultra-High Performance Concrete,” Concrete Bridge Conference, pp. 1-20
30. Graybeal, B., and Tanesi, J., 2007, “Durability of an Ultrahigh-Performance Concrete,” Journal of Materials in Civil Engineering, ASCE, V. 19, No. 10, pp. 848-854. doi: 10.1061/(ASCE)0899-1561(2007)19:10(848)10.1061/(ASCE)0899-1561(2007)19:10(848) ↗
31. Hansson, C. M.; Poursaee, A.; and Jaffer, S. J., 2007, “Corrosion of Reinforcing Bars in Concrete,” R&D Serial No. 3013, Portland Cement Association, Skokie, IL.
32. Hansson, C. M.; Poursaee, A.; and Laurent, A., 2006, “Macrocell and Microcell Corrosion of Steel in Ordinary Portland Cement and High Performance Concretes,” Cement and Concrete Research, V. 36, No. 11, pp. 2098-2102. doi: 10.1016/j.cemconres.2006.07.00510.1016/j.cemconres.2006.07.005 ↗
33. Ismail, M., and Ohtsu, M., 2006, “Corrosion Rate of Ordinary and High-Performance Concrete Subjected to Chloride Attack by AC Impedance Spectroscopy,” Construction and Building Materials, V. 20, No. 7, pp. 458-469. doi: 10.1016/j.conbuildmat.2005.01.06210.1016/j.conbuildmat.2005.01.062 ↗
34. Ismail, M., and Soleymani, H. R., 2002, “Monitoring Corrosion Rate for Ordinary Portland Concrete (NC) And High-Performance Concrete (HPC) Specimens Subjected to Chloride Attack,” Canadian Journal of Civil Engineering, V. 29, No. 6, pp. 863-874. doi: 10.1139/l02-09110.1139/l02-091 ↗
35. Jaffer, S. J., 2007, “The Influence of Loading on the Corrosion of Steel in Cracked Ordinary Portland Cement and High Performance Concretes,” PhD thesis, University of Waterloo, Waterloo, ON, Canada.
36. Ji, J., 2005, “Corrosion Resistance of Microcomposite and Duplex Stainless Steels for Reinforced Concrete Bridge Decks,” PhD dissertation, University of Kansas, Lawrence, KS.
37. Lopez-Calvo, H. Z.; Montes-Garcia, P.; Alonso-Guzmán, E. M.; Martinez-Molina, W.; Bremner, T. W.; and Thomas, M. D. A., 2017, “Effects of Corrosion Inhibiting Admixtures and Supplementary Cementitious Materials Combinations On the Strength and Certain Durability Properties of HPC,” Canadian Journal of Civil Engineering, V. 44, No. 11, pp. 918-926. doi: 10.1139/cjce-2016-023710.1139/cjce-2016-0237 ↗
38. Lopez-Calvo, H. Z.; Montes-García, P.; Jiménez-Quero, V. G.; Gómez-Barranco, H.; Bremner, T. W.; and Thomas, M. D. A., 2018, “Influence of Crack Width, Cover Depth and Concrete Quality On Corrosion of Steel in HPC Containing Corrosion Inhibiting Admixtures and Fly Ash,” Cement and Concrete Composites, V. 88, pp. 200-210. doi: 10.1016/j.cemconcomp.2018.01.01610.1016/j.cemconcomp.2018.01.016 ↗
39. Nazim, M., 2017, “Corrosion Propagation of Rebar Embedded in High Performance Concrete,” master’s thesis, Florida Atlantic University, Boca Raton, FL.
40. NT Build 443, 1995, “Concrete, Hardened: Accelerated Chloride Penetration,” NORDTEST, Oslo, Norway.
41. Pernicová, R., 2014, “Chloride Transport in Ultra High Performance Concrete,” International Journal of Materials and Metallurgical Engineering, V. 8, No. 11, pp. 1060-1063.
42. Piérard, J.; Cauberg, N.; and Remy, O., 2009, “Evaluation of Durability and Cracking Tendency of Ultra High-Performance Concrete,” Proceedings, 8th International Conference on Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures (CONCREEP 8), Ise-Shima, Japan, pp. 695-700.10.1201/9780203882955.ch92 ↗
43. Piérard, J.; Dooms, B.; and Cauberg, N., 2013, “Durability Evaluation of Different Types of UHPC,” RILEM-fib-AFGC International Symposium on Ultra-High Performance Fibre-Reinforced Concrete (UHPFRC 2013), F. Toutlemonde and J. Resplendino, eds., Marseille, France pp. 275-284.
44. Presuel-Moreno, F. J.; Bencosme, R.; Hoque, K.; Nazim, M.; Kazemi, A.; and Tang, F., 2018, “Corrosion Propagation of Carbon Steel Rebars in High Performance Concrete,” BDV27–977–08 Final Report, Florida Department of Transportation, Tallahassee, FL.
45. Rizkalla, S.; Zia, P.; Seliem, H.; and Lucier, G., 2005, “Evaluation of MMFX Steel for NCDOT Concrete Bridges,” Report No. FHWA/NC/2006-31, North Carolina Department of Transportation, Raleigh, NC, 128 pp.
46. Shareef, A. Y., 2013, “A Study On Durability Properties of Ultra-High Performance Concrete (UHPC) Utilizing Local Fine Quartz Sand,” master’s thesis, King Fahd University of Petroleum & Minerals, Dhahran, Saudi Arabia.
47. Sharma, S.; Arora, V. V.; Kumar, S.; Daniel, Y. N.; and Sharma, A., 2018, “Durability Study of High-Strength Steel Fiber-Reinforced Concrete,” ACI Materials Journal, V. 115, No. 2, Mar., pp. 219-225. doi: 10.14359/5170112210.14359/51701122 ↗
48. Soleymani, H. R., and Ismail, M. E., 2004, “Comparing Corrosion Measurement Methods to Assess the Corrosion Activity of Laboratory NC and HPC Concrete Specimens,” Cement and Concrete Research, V. 34, No. 11, pp. 2037-2044. doi: 10.1016/j.cemconres.2004.03.00810.1016/j.cemconres.2004.03.008 ↗
49. Sritharan, S., 2015, “Design of UHPC Structural Members: Lessons Learned and ASTM Test Requirements,” Advances in Civil Engineering Materials, V. 4, No. 2, pp. 113-131. doi: 10.1520/ACEM2014004210.1520/ACEM20140042 ↗
50. Tan, Q., 2015, “Investigation of Durability and Compressive Strength of HPC Mixtures and Modeling the Corrosion Initiation Time Through the Electrical Resistivity,” master’s thesis, California State University, Fullerton, Fullerton, CA.
51. Wang, B., 2019, “Corrosion Behavior of Corrosion-Resistant Steel Reinforcements in High and Ultra-High-Performance Concrete in Chloride Attack Environments,” PhD dissertation, University of Houston, Houston, TX.
52. Wang, B.; Belarbi, A.; Dawood, M.; and Kahraman, R., 2022, “Corrosion Behavior of Corrosion-Resistant Steel Reinforcements in Normal-Strength and High-Performance Concrete: Large-Scale Column Tests and Analysis,” ACI Materials Journal, V. 119, No. 5, Sept., pp. 89-102.10.14359/51735975 ↗
53. Zou, Y.; Wang, J.; and Zheng, Y. Y., 2011, “Electrochemical Techniques for Determining Corrosion Rate of Rusted Steel in Seawater,” Corrosion Science, V. 53, No. 1, pp. 208-216. doi: 10.1016/j.corsci.2010.09.01110.1016/j.corsci.2010.09.011 ↗