Sacrificial Cathodic Protection Method of Reinforcement from Corrosion
DOI:
https://doi.org/10.55524/ijirem.2023.10.1.20Keywords:
Concrete, Reinforcement, Corrosion Protection, Safety Critical ElementAbstract
Cathodic protection prevents corrosion of steel incorporated in concrete structures and bridges. Because of the action of chloride ions, reinforced structures readily corroded in a maritime environment. For the majority of concrete structures, Cathodic Protection offers long-term rehabilitation techniques. Due to the corrosion of the reinforcing steel, concrete structures exposed to marine conditions are deteriorating. Effective corrosion protection must be taken into consideration for both new construction and damage repair because this deterioration progresses quickly and seriously. For all concrete structures in marine conditions, cathodic protection is anticipated to be a realistic corrosion protection method. The following factors were taken into account in this study to establish high reliability for cathodic protection of concrete structures: (1) establishing standards for cathodic protection on concrete structures (2) analysing the issue of overprotection in prestressed concrete constructions.
Downloads
References
E.B. Rosa, B. McCollum, O.S. Peters, Electrolysis in Concrete, Paper No. 18, Bureau of Standards, Department of Commerce, Washington, DC, 1919.
J.H. Hoke, C. Chama, K. Rosengarth, Measurement of stresses developing during corrosion of embedded concrete reinforcing bars, Corrosion 83, Paper No. 168, National Association of Corrosion Engineers, Houston, Texas, 1983.i
K. Hladky, D.G. John, J.L. Dawson, Development in Rate of Corrosion Measurements for Reinforced Concrete Structures, Corrosion 89, Paper No. 169, National Association of Corrosion Engineers, Houston, Texas, 1989.
D. Whiting, Concrete materials, mix design, construction practices and their effects on the corrosion of reinforcing steel, Corrosion 78, Paper No. 73, NACE, Houston, Texas, 1978.
H.A. Brodersen, Influence of the structure and composition of the cement stone upon the diffusion of ion in the concrete, Ph.D. Dissertation, Faculty for Architecture of the Technical Institute of Rhine Westfalia in Aachen, West Germany, 1982.
Committee Euro-International Du Beton, Durability of concrete structures-State of the art Report, Bulletin O’Information Number 148, Paris, France, 1982.
D.A. Lewis, Some aspects of the corrosion of steel in concrete, in: Proceeding of the First International Congress on Metallic Corrosion, London 547, 1962.L. V. Ramanathan, Corrosão e seu controle, São Paulo: Hemus, 1988.
I. Solomon, M.E. Bird, B. Phang, Corros. Sci. 35 (5–8) (1993) 1649.
D.H. Hong, W.G. Fan, D.K. Luo, Y. Ge, Y.X. Zhu, ACI Mater. J. 90 (1) (1993) 3.
H. Mcarthur, S. Darcy, J. Barker, Constr. Build. Mater. 7 (2) (1993) 85.
R.B. iPoler, P.C. Nuiten, Mater. Perform. 33 (6) (1994) 11. [12] R.P. Brown, J.S. Tinnea, Mater. Perform. 30 (8) (1991) 28. [13] J.A. Apostolos, D.M. Parks, R.A. Carello, Cathodic protection
of reinforced concrete using metallized zinc, Paper #137, Corrosion 87, NACE, Houston, TX, 1987
S.M.A Shibli, Results of a survey of cathodic protection system on North American bridges. Corrosion NACE 1992, Paper No. 204. NACE, Houston, TX (1992).
G.T. Parthiban, Thirumalai Parthiban a, R. Ravi a, V. Sa raswathy a, N. Palaniswamy a, V. Sivan b journal homepage: www.elsevier.com/locate/corscience
A.M. Hassanein, G.K. Glass, N.R. Buenfeld, Protection current distribution in reinforced concrete cathodic protection systems (2002) a Protection current distribution in
D. Dong Applied Mechanics and Materials Vols. 556-562 (2014) pp 973-976 Online: 2014-05-23 © (2014)
L. Bertolini, A Cathodic Protection System for Rehabilitation of Marine Concrete Structures, ACI, SP.126 (1991). [19] Kishanrao M Godbole, Priyadarshi H. Sawant, Reinforcement Corrosion Assessment Through Half -Cell in Concrete Structure Exposed in Marine Environment (December 2014) Volume 2 Issue 7, ISSN 2349-447.
Downloads
Published
Issue
Section
How to Cite
