Experimental Study on the Effect of Cathodic Protection System for Concrete Slab Specimens with Zn-Mesh Sacrificial Anode in Marine Environment

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This study is to acquire the confirmation data regarding the cathodic protection (CP) characteristics for slabs in marine bridges and piers exposed to hash seawater environments. It was possible to confirm the performance of CP only by the measurement of CP potentials for the slab specimens applied with zinc mesh sacrificial anode CP system. The CP current density for the cathodic protection (CProt) that CP started after a repair of corrosion was 2 times higher than that for the cathodic prevention (CPrev) that CP commenced from the beginning of experiment, and the most of protection current density (87.0-91.5%) flew to the closer top rebar in slab specimens. 4 hour depolarization potentials were higher in the CPrev system than in the CProt one, and it was confirmed that the CPrev has more protection effect with less protection current, comparing to the CProt. It was also confirmed that the CP of both CPrev and CProt by means of zinc mesh sacrificial anode for reinforced concrete structures were very effective corrosion protection technology in marine environment.

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Advanced Materials Research (Volumes 785-786)

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264-272

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] M. Saleem, M. Shameem, S.E. Hussain, M. Maslehuddin, Effect of moisture, chloride and sulphate contamination on the electrical resistivity of Portland cement concrete, Construction and Building Materials 10(1996) 209-210.

DOI: 10.1016/0950-0618(95)00078-x

Google Scholar

[2] NACE Standard, RP0290, Standard Recommend Practice for Impressed Current Cathodic Protection of Reinforcing Steel in Atmospherically Exposed Concrete Structures, (2000).

Google Scholar

[3] J.P. Broomfield, Corrosion of Steel in Concrete second ed., Taylor & Francis, London and New York, (2007).

Google Scholar

[4] Bennet, J.E. and Broomfield, J.P., Analysis of Studies on Cathodic Protection Criteria for Steel in Concrete, MP, 36, (1997).

Google Scholar

[5] D.G. Enos, A. J. Williams, Jr., G.G. Clemena, and J.R. Scully, Impressed-Current Cathodic Protection of Steel-Reinforced Concrete Pilings Protection Criteria and the Threshold for Hydrogen Embrittlement, Corrosion 54(1998) 389.

DOI: 10.5006/1.3284867

Google Scholar

[6] P. Pedeferri, Cathodic Protection and Cathodic Prevention", Construction and Building Materials 10(1996) 391-402.

DOI: 10.1016/0950-0618(95)00017-8

Google Scholar

[7] F.J. Presuel-Moreno, S.C. Kranc, and A. A. Sagues, Cathodic Prevention Distribution in Partially Submerged Reinforced Concrete, Corrosion 61(2005) 548.

DOI: 10.5006/1.3278190

Google Scholar

[8] ASTM C876-91, Standard Test method for Half-Cell Potentials of Uncoated Reinforcing Steel in Concrete, Annual Book of ASTM Standards, Vol. 03. 02. (1994).

Google Scholar

[9] CMS100 Framework Software Operator's Manual, Gamry Instruments, Inc, (1994).

Google Scholar

[10] L. Bertolini, E. Redaelli, Throwing Power of Cathodic Prevention Applied by Means of Sacrificial Anodes to Partially Submerged Marine Reinforced Concrete Piles: Results of Numerical Simulations, Corrosion Science 51(2009) 2218-2230.

DOI: 10.1016/j.corsci.2009.06.012

Google Scholar

[11] A.M. Hassanein, G.K. Glass, N.R. Buenfeld, Protection Current Distrubution in Reinforced Concrete Cathodic Protection Systems, Cement & Concrete Composites 24(2002) 159-167.

DOI: 10.1016/s0958-9465(01)00036-1

Google Scholar

[12] T, Pastore, P. Pedeferri, L. Bertolini, F. Bolzoni, Current Distribution Problems in the Cathodic Protection of Reinforced Concrete Structure, Rehabili tation of Concrete Structures, Melbourne, p.189~200, (1992).

DOI: 10.1016/0010-938x(93)90393-u

Google Scholar

[13] NACE Standard SP0290, Impressed current cathodic protection of reinforced steel in atmospherically exposed concrete structures, (2007).

Google Scholar