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http://dx.doi.org/10.1007/s40069-016-0138-7

Laboratory Simulation of Corrosion Damage in Reinforced Concrete  

Altoubat, S. (Department of Civil & Environmental Engineering, College of Engineering, University of Sharjah)
Maalej, M. (Department of Civil & Environmental Engineering, College of Engineering, University of Sharjah)
Shaikh, F.U.A. (Department of Civil Engineering, Curtin University)
Publication Information
International Journal of Concrete Structures and Materials / v.10, no.3, 2016 , pp. 383-391 More about this Journal
Abstract
This paper reports the results of an experimental program involving several small-scale columns which were constructed to simulate corrosion damage in the field using two accelerated corrosion techniques namely, constant voltage and constant current. A total of six columns were cast for this experiment. For one pair of regular RC columns, corrosion was accelerated using constant voltage and for another pair, corrosion was accelerated using constant current. The remaining pair of regular RC columns was used as control. In the experiment, all the columns were subjected to cyclic wetting and drying using sodium chloride (NaCl) solution. The currents were monitored on an hourly interval and cracks were visually checked throughout the test program. After the specimens had suffered sufficient percentage steel loss, all the columns including the control were tested to failure in compression. The test results generated show that accelerated corrosion using impressed constant current produces more corrosion damage than that using constant voltage. The results suggest that the constant current approach can be better used to simulate corrosion damage of reinforced concrete structures and to assess the effectiveness of various materials, repair strategies and admixtures to resist corrosion damage.
Keywords
corrosion; damage; potential; current; reinforced concrete;
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Times Cited By KSCI : 2  (Citation Analysis)
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1 Aiello, J. (1996). The effect of mechanical restraint and mix design on the rate of corrosion in concrete. MEng. Thesis, Department of Civil Engineering, University of Toronto, Toronto, Canada.
2 Al-Swaidani, A. M., & Aliyan, S. D. (2015). Effect of adding scoria as cement replacement on durability-related properties. International Journal of Concrete Structures and Materials, 9(2), 241-254.   DOI
3 Bonacci, J. F., & Maalej, M. (2000). Externally-bonded FRP for service-life extension of RC infrastructure. ASCE Journal of Infrastructure Systems, 6(1), 41-51.   DOI
4 Davis, J. R. (2000). Corrosion: Understanding the basics, materials park. Novelty, OH: ASM International.
5 Deb, S., & Pradhan, B. (2013). A study on corrosion performance of steel in concrete under accelerated condition. In Proceedings of the International Conference on Structural Engineering Construction and Management, Kandy, Sri Lanka, December 13th-15th 2013.
6 El Maaddawy, T. A., & Soudki, K. A. (2003). Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete. Journal of Materials in Civil Engineering, 15(1), 41-47.   DOI
7 Lee, C., Bonacci, J. F., Thomas, M. D. A., Maalej, M., Khajehpour, S., Hearn, N., Pantazopoulou, S., & Sheikh, S. (2000). Accelerated corrosion and repair of reinforced concrete columns using CFRP sheets. Canadian Journal of Civil Engineering, 27(5), 941-948.   DOI
8 El Maaddawy, T. A., Soudki, K. A., & Topper, T. (2005). Analytical model to predict nonlinear flexural behavior of corroded reinforced concrete beams. ACI Structural Journal, 102(4), 550-559.
9 Kashani, M. M., Crewe, A. J., & Alexander, N. A. (2013). Nonlinear stress-strain behaviour of corrosion-damaged reinforcing bars including inelastic buckling. Engineering Structures, 48, 417-429.   DOI
10 Kumar, M. K., Rao, P. S., Swamy, B. L. P., & Mouli, C. C. (2012). Corrosion resistance performance of fly ash blended cement concretes. International Journal of Research in Engineering and Technology, 1(3), 448-454.   DOI
11 Liu, T., & Weyers, R. W. (1998). Modeling the dynamic corrosion process in chloride contaminated concrete structures. Cement and Concrete Research, 28(3), 365-379.   DOI
12 Matsuoka, K. (1987). Monitoring of corrosion of reinforcing bar in concrete. In CORROSION/87 Symposium on Corrosion of Metals in Concrete. Houston, TX: National Association of Corrosion Engineers.
13 Pellegrini-Cervantes, M. J., et al. (2013). Corrosion resistance, porosity and strength of blended portland cement mortar containing rice husk ash and nano-$SiO_2$. International Journal of Electrochemical Science, 8, 10697-10710.
14 Talakokula, V., Bhalla, S., & Gupta, A. (2013). Corrosion assessment of reinforced concrete structures based on equivalent structural parameters using electro-mechanical impedance technique. Journal of Intelligent Material Systems and Structures. doi:10.1177/1045389X13498317.   DOI
15 Pritzl, M. D., Tabatabai, H., & Ghorbanpoor, A. (2014). Laboratory evaluation of select methods of corrosion prevention in reinforced concrete bridges. International Journal of Concrete Structures and Materials, 8(3), 201-212.   DOI
16 Sheikh, S., Pantazopolou, S., Bonacci, J. F., Thomas, M. D. A., & Hearn, N. (1997). Repair of delaminated circular pier columns by ACM. Ontario Joint Transportation Research Report, Ministry of Transportation Ontario (MTO).