Utilization of Variable Resistor for Improvement of Impressed Current Cathodic Protection System on Reinforced Concrete Structures

Article Preview

Abstract:

This study is to acquire the confirmation data regarding the impressed current cathodic protection (ICCP) system by using the variable resistor for reinforced concrete specimens for improvement in under-protected area of reinforced concrete specimens. The ICCP system is one of the most promising corrosion protection methods. The Effect of ICCP system can be changed at diverse conditions. Particularly, temperature and relative humidity plays a crucial role in the CP effect. It was possible to confirm the performance of ICCP system by the use of variable resistor in different relative humidity and temperature conditions. The CP potential and current were measured by potentiostat, and 4 hour depolarization potentials were measured after disconnecting with anode for 4 hours. To enhance the effect of cathodic protection system, seawater was used as an electrolyte. Used anode for ICCP system was mixed metal oxide (MMO) titanium. From this study, it could be confirmed that the CP potential and current were highly influenced by temperature and relative humidity, and the CP effect in under-protected area has been improved by the ICCP system using the variable resistor.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

365-369

Citation:

Online since:

October 2015

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] M. Kouril, P. Bovak, and M. Bojko, Threshold Chloride Concentration for Stainless Steels Activation in Concrete Pore Solutions, Cement and Concrete Research, Vol. 40, 2010, pp.431-436.

DOI: 10.1016/j.cemconres.2009.11.005

Google Scholar

[2] E. Redaelli, F. Lollini, and L. Bertolini, Throwing power of localized anodes for the cathodic protection of slender carbonated concrete elements in atmospheric conditions, Construction and Building Materials, Vol. 39, 2013, pp.95-104.

DOI: 10.1016/j.conbuildmat.2012.05.014

Google Scholar

[3] C. Q. Li, and M. Mahmoodian, Risk based service life prediction of underground cast iron pipes subjected to corrosion, Reliability Engineering & System Safety, Vol. 119, 2013, pp.102-108.

DOI: 10.1016/j.ress.2013.05.013

Google Scholar

[4] J. A. Jeong, C. K. Jin, Tidal water effect on the hybrid cathodic protection systems for marine concrete structures, Journal of Advanced Concrete Technology, Vol. 10, No. 12, 2012, pp.389-394.

DOI: 10.3151/jact.10.389

Google Scholar

[5] M. H. Im, "Cavitation Characteristics on Impeller Materials of Centrifugal Pump for Ship in Sea Water and Fresh Water, Corrosion Science and Technology, Vol. 10, 2011, p.218.

Google Scholar

[6] J.A. Jeong, C.K. Jin, The effect of temperature and relative humidity on concrete slab specimens with impressed current cathodic protection system, vol. 37, Korean Society of Marine Engineers, 2013, pp.260-265.

DOI: 10.5916/jkosme.2013.37.3.260

Google Scholar

[7] T. D Rincon et al, Environmental Influence on Point Anodes Performance in Reinforced Concrete, Concrete and Building Material, Vol. 22, 2008, pp.494-503.

Google Scholar

[8] Y.B. Ko, G. B, Kim, K.C. Park, Soundness evaluation of friction stir welded A2024 alloy by non-destructive test, vol. 37, Korean Society of Marine Engineers, 2013, pp.135-143.

DOI: 10.5916/jkosme.2013.37.2.135

Google Scholar

[9] J.H. Jeong, Y.H. Kim, K.M. Moon, M.H. Lee, J. K Kim, Evaluation of the corrosion property on the welded zone of seawater pipe by A. C shielded metal arc welding, vol. 37, Korean Society of Marine Engineers, 2013, pp.877-885.

DOI: 10.5916/jkosme.2013.37.8.877

Google Scholar

[10] S.J. Kim, S.J. Lee, S.O. Chong, Effect of cavitation for electrochemical characteristics in seawater for austenitic 304 stainless steel, vol. 37, Korean Society of Marine Engineers, 2013, pp.484-492.

DOI: 10.5916/jkosme.2013.37.5.484

Google Scholar

[11] Rasheeduzzafar, M. G. Ali, Effect of Temperature on Cathodic Protection Criterion for Reinforced Concrete Structures, ACI Special Publications, Vol. 139, 1993, pp.21-40.

Google Scholar

[12] F. Hunkeler, The Resistivity of Pore Water Solution - a Decisive Parameter of Rebar Corrosion and Repair Methods, Construction and Building Materials, Vol. 10, 1996, pp.381-389.

DOI: 10.1016/0950-0618(95)00029-1

Google Scholar

[13] S.J. Kim, S.J. Lee, S.O. Chong, Effect of cavitation for electrochemical characteristics in seawater for austenitic 304 stainless steel, vol. 37, Korean Society of Marine Engineers, 2013, pp.484-492.

DOI: 10.5916/jkosme.2013.37.5.484

Google Scholar

[14] ASTM C876-91, Annual Book of ASTM Standards, vol. 03. 02, (1994).

Google Scholar

[15] J.A. Jeong, C.K. Jin, The effect of temperature and relative humidity on concrete slab specimens with impressed current cathodic protection system, vol. 37, Korean Society of Marine Engineers, 2013, pp.260-265.

DOI: 10.5916/jkosme.2013.37.3.260

Google Scholar

[16] T, Pastore, P. Pedeferri, L. Bertolini, F. Bolzoni, Rehabilitation of Concrete Structures, vol. 4, 1992, p.189~200.

Google Scholar

[17] F. J. Presuel-Moreno, S. C. Kranc, and A. A. Sagues, Corrosion Science, vol. 61, 2005, p.548.

Google Scholar