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The Scientific World Journal
Volume 2014, Article ID 957904, 9 pages
http://dx.doi.org/10.1155/2014/957904
Review Article

Monitoring Corrosion of Steel Bars in Reinforced Concrete Structures

1Civil Engineering Department, University Institute of Technology, Rajiv Gandhi Technical University, Airport Road, Bhopal, Madhya Pradesh 462036, India
2Shri G.S. Institute of Technology and Science, Indore, Madhya Pradesh 452003, India

Received 11 August 2013; Accepted 20 October 2013; Published 16 January 2014

Academic Editors: H. Shih, İ. B. Topçu, and H.-H. Tsang

Copyright © 2014 Sanjeev Kumar Verma et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Abstract

Corrosion of steel bars embedded in reinforced concrete (RC) structures reduces the service life and durability of structures causing early failure of structure, which costs significantly for inspection and maintenance of deteriorating structures. Hence, monitoring of reinforcement corrosion is of significant importance for preventing premature failure of structures. This paper attempts to present the importance of monitoring reinforcement corrosion and describes the different methods for evaluating the corrosion state of RC structures, especially hal-cell potential (HCP) method. This paper also presents few techniques to protect concrete from corrosion.