Mechanical Properties of Reinforcing Steel Bars Corroded at Different Levels

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

  


Title: Mechanical Properties of Reinforcing Steel Bars Corroded at Different Levels

Author(s): Naseeruddin Haris and Sangeeta Gadve

Publication: Materials Journal

Volume: 118

Issue: 4

Appears on pages(s): 109-120

Keywords: anodic current; corrosion; experimentation; levels of corrosion; mechanical properties; reinforcing bar; tensile test

DOI: 10.14359/51732795

Date: 7/1/2021

Abstract:
Corrosion of reinforcing steel bars in concrete has always been one of the major causes of structural failure. This paper experimentally investigates the effect of corrosion on the mechanical properties of reinforcing bars. In the experiment, an anodic current is impressed at the specific current density to reinforcing bars of various diameters to attain different levels of corrosion. The correlation of actual mass loss with predicted mass loss, as per Faraday’s law, and the equivalent section area loss are reported. Further, the uniaxial tensile test is performed on these corroded specimens to obtain load-displacement relations. Based on the test results, stresses and strains are evaluated for all the specimens, and their responses to induced corrosion are reported. Statistical models are developed for predicting yield stress, ultimate stress, and percentage elongation in reinforcing bars that are exposed to different levels of corrosion.

Related References:

1. Almusallam, A. A., “Effect of Degree of Corrosion on the Properties of Reinforcing Steel Bars,” Construction and Building Materials, V. 15, No. 8, 2001, pp. 361-368. doi: 10.1016/S0950-0618(01)00009-5

2. Penttala, V., “Causes and Mechanisms of Deterioration in Reinforced Concrete,” Failure, Distress and Repair of Concrete Structures, N. Delatte, ed., Woodhead Publishing Series in Civil and Structural Engineering, Cambridge, UK, 2009, pp. 3-31.

3. Fernandez, I.; Bairán, J. M.; and Marí, A. R., “Corrosion Effects on the Mechanical Properties of Reinforcing Steel Bars. Fatigue and σ-ε Behavior,” Construction and Building Materials, V. 101, Part 1, 2015, pp. 772-783. doi: 10.1016/j.conbuildmat.2015.10.139

4. Zhu, W.; François, R.; Poon, C. S.; and Dai, J.-G., “Influences of Corrosion Degree and Corrosion Morphology on the Ductility of Steel Reinforcement,” Construction and Building Materials, V. 148, Sept. 2017, pp. 297-306. doi: 10.1016/j.conbuildmat.2017.05.079

5. Taha, N. A., and Morsy, M., “Study of the Behavior of Corroded Steel Bar and Convenient Method of Repairing,” Housing and Building National Research Center Journal, V. 12, No. 2, 2016, pp. 107-113. doi: 10.1016/j.hbrcj.2014.11.004

6. Feng, X.; Lu, X.; Zuo, Y.; Chen, D.; and Su, X., “Tensile Strength and Oxide Analysis of Carbon Steel in Concrete Exposed in Atmospheric Environment for 53 Years,” Journal of Wuhan University of Technology-Materials Science Edition, V. 30, No. 4, 2015, pp. 790-795. doi: 10.1007/s11595-015-1229-z

7. El Maaddawy, T. A., and Soudki, K. A., “Effectiveness of Impressed Current Technique to Simulate Corrosion of Steel Reinforcement in Concrete,” Journal of Materials in Civil Engineering, ASCE, V. 15, No. 1, 2003, pp. 41-47. doi: 10.1061/(ASCE)0899-1561(2003)15:1(41)

8. Apostolopoulos, C. A., and Papadakis, V. G., “Consequences of Steel Corrosion on the Ductility Properties of Reinforcement Bar,” Construction and Building Materials, V. 22, No. 12, 2008, pp. 2316-2324. doi: 10.1016/j.conbuildmat.2007.10.006

9. François, R.; Khan, I.; and Dang, V. H., “Impact of Corrosion on Mechanical Properties of Steel Embedded in 27-Year-Old Corroded Reinforced Concrete Beams,” Materials and Structures, V. 46, No. 6, 2013, pp. 899-910. doi: 10.1617/s11527-012-9941-z

10. Bahekar, P. V., and Gadve, S. S., “Impressed Current Cathodic Protection of Rebar in Concrete Using Carbon FRP Laminate,” Construction and Building Materials, V. 156, Dec, 2017, pp. 242-251. doi: 10.1016/j.conbuildmat.2017.08.145

11. Austin, S. A.; Lyons, R.; and Ing, M. J., “Electrochemical Behavior of Steel-Reinforced Concrete during Accelerated Corrosion Testing,” Corrosion, V. 60, No. 2, 2004, pp. 203-212. doi: 10.5006/1.3287722

12. Gadve, S.; Mukherjee, A.; and Malhotra, S. N., “Corrosion Protection of Fiber-Reinforced Polymer-Wrapped Reinforced Concrete,” ACI Materials Journal, V. 107, No. 4, July-Aug. 2010, pp. 349-356.

13. Caré, S., and Raharinaivo, A., “Influence of Impressed Current on the Initiation of Damage in Reinforced Mortar Due to Corrosion of Embedded Steel,” Cement and Concrete Research, V. 37, No. 12, 2007, pp. 1598-1612. doi: 10.1016/j.cemconres.2007.08.022

14. Andrade, C., and Alonso, C., “Corrosion Rate Monitoring in the Laboratory and On-Site,” Construction and Building Materials, V. 10, No. 5, 1996, pp. 315-328. doi: 10.1016/0950-0618(95)00044-5

15. IS 1786:2008, “High Strength Deformed Steel Bars and Wires for Concrete Reinforcement-Specification,” Bureau of Indian Standards, New Delhi, India, 2008.

16. ASTM G1-90, “Standard Practice for Preparing, Cleaning, and Evaluating Corrosion Test Specimens,” ASTM International, West Conshohocken, PA, 1999, 20 pp.

17. Imperatore, S.; Rinaldi, Z.; and Drago, C., “Degradation Relationships for the Mechanical Properties of Corroded Steel Rebars,” Construction and Building Materials, V. 148, Sept. 2017, pp. 219-230. doi: 10.1016/j.conbuildmat.2017.04.209


ALSO AVAILABLE IN:

Electronic Materials Journal



  

Edit Module Settings to define Page Content Reviewer