Corrosion Characteristics of Reinforced Steel Bar Emedded in Mortar Specimen(W/C:0.4) Aged 5 Years in Seawater

Article Preview

Abstract:

Reinforced concrete structures have been increasingly widely used in numerous industrial fields. These structures are often exposed to severely corrosive environments such as sea water, contaminated water, acid rain, and the seashore. Thus, corrosion problems of the steel bars embedded in concrete are very important from a safety and economic point of view. In this study, the effects of cover thickness on the corrosion properties of reinforced steel bar embedded in mortar specimen were investigated using electrochemical methods such as corrosion potentials, polarization curves, cyclic voltammograms, galvanostat and potentiostat. Corrosion potentials shifted in the noble direction, and the value of AC impedance also exhibited a higher value with decreasing cover thickness, furthermore, polarization resistance also increased with decreasing cover thickness. This is probably that the thinner cover thickness, it is easy for the dissolved oxygen and chloride ion to intrude and diffuse to the steel bar, thereby making it easier to corrode on the steel surface compared to thicker cover thickness, which is resulted in forming the corrosive products on the steel surface. Therefore, it is considered that the corrosive products plays a role to provide nobler value of corrosion potential and higher value of impedance. Consequently, it seems that the corrosion resistance of inner steel bar may depend on mainly not cover thickness but the resistance polarization due to corrosive products in the case of immerged for 5 years in this experiment.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 753-755)

Pages:

776-783

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] R. N. Sway, S. Koyama, T. Arai, and N. Kikami, Durability of steel rlin forcement in marine environment, ACI. SP 109-7 (1982), 147-1614.

Google Scholar

[2] S. Ozaki, and N. Sugata, Sixty-year-old concrete in marine environment, ACI. SP 109-26 (1983), 587-597.

Google Scholar

[3] A. A. Sagues, Corrosion measurement of reinforcing steel in concrete exposed to various aquous environments, Proceedings of the corrosion/87 Symposium on corrosion of metals in concrete (1987), 13-24.

DOI: 10.14359/3731

Google Scholar

[4] H. G. Wheat, An investigation of the effect of the cathode area /anode area in the corrosion of steel in concrete, Proceeding of the corrosion/87 symposium on corrosion of metals in concrete, (1987), 25-41.

Google Scholar

[5] C. E. Lockl, and O. Rincon, A study of Corrosion Electrochemistry of steel in chloride contaminated concrete using a rapid scan polarization Technique, Proceeding of the corrosion/87 Technique symposium on corrosion at metals in concrete (1987).

Google Scholar

[6] P. Garces, and L. G. Hndion, Corrosion of steel reinforcement in structural concrete with carbon material addition, Corrosion. Scienc,. 49 (2007), 2557.

Google Scholar

[7] S. H. Lee, and J. S. Han, A study on the measurement of steel corrosion in Morton by TEM method, journalof Ocean engineering and Technology, 20 (2006), 59.

Google Scholar

[8] J. H. Kwon, A study on the hydration heat of anti washout underwater concrete using Fly Ash, vol. 14, no. 4, Journal of Ocean engineering and Technology, 14 (2000), 30.

Google Scholar

[9] D. H. Jeon, K. M. Moon, T. S. Baek, and J. H. Kim, A anti-corrosion study at steel of reinforced concrete with sand with contaminated seawater solution, Corrosion Sciince and Technology, 21 (1992), 11.

Google Scholar

[10] K. G. Kim, B. H. Ryou, S. J. Kim, K. J. Kim, and K. M. Moon, An electrochemical study on the effect at chloride ion to corrosion behavior of inner steel bar embedded in concrete in natural sea water, Journal of Ocean engineering and Technology, 14 (2000).

Google Scholar

[11] N. G. Thampson, K. H. Lawson, and J. A. Beavers, Proceeding of the corrosion/87 Technique symposium on corrosion at metals in concrete (1987), 182-199.

Google Scholar

[12] J. A. Apostoles, D. Park, and R. A. Carello, Proceeding of the corrosion/87 Technique symposium on corrosion at metals in concrete (1987), 168-181.

Google Scholar

[13] K. M. Moon, Practical Electrochemistry, Edited by Hyou Sung Co. Ltd, (1999), 187.

Google Scholar

[14] K. M. Moon, Practical Electrochemistry, Edited by Hyou Sung Co. Ltd, (1999), 177.

Google Scholar