Linear Polarization Method Research of Quantitative Detection Based on Concrete Reinforcement Corrosion

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Abstract:

In order to achieve internal reinforcement of concrete bridges quantitative nondestructive testing, this paper has adopted linear polarization method to test reinforcement passivation in the pore solution of simulated concrete and corrosion current density value in the corrosion process under different external environments and has built calculation model for amount of reinforcement corrosion based on detection signal. That is to say a new idea, which makes the evaluation results more effective, has been put forward to efficiently correspond with reinforcement corrosion ratio with potential signal, and the quantification evaluation for damage of reinforced concrete can be carried directly. It has modified theoretical model and analyzed the error through weightlessness tests. The research result shows that the calculation model after modified can significantly improve the detection accuracy for the actual rate of reinforcement corrosion. CLC: TU528.33 Document code:

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64-69

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February 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] R. Vedalakshmi, SP. Manoharana, Ha-Won Songb, N. Palaniswamy, Application of harmonic analysis in measuring the corrosion rate of rebar in concrete, [J], CorrosionScience, 2009(51): 2777–2789.

DOI: 10.1016/j.corsci.2009.07.014

Google Scholar

[2] Raja Rizwan Hussain,Influence of chloride ions and hot weather on isolated rusting steel bar in concrete based on NDT and electro-chemical model evaluation[J], NDT&E International, 2011(44): 158-162.

DOI: 10.1016/j.ndteint.2010.11.010

Google Scholar

[3] K. Viriyametanonta, b, S. Laurensa, G. Klysza, J. -P. Balayssaca, G. Arliguie, Radar survey of concrete elements: Effect of concrete properties on propagation velocity and time zero[J], NDT&E International 2008 (41): 198–207.

DOI: 10.1016/j.ndteint.2007.10.001

Google Scholar

[4] Yuma Kawasaki, Yuichi Tomoda , Masayasu Ohtsu, AE monitoring of corrosion process in cyclic wet–dry test[J], Construction and Building Materials, 2010(24): 2353–2357.

DOI: 10.1016/j.conbuildmat.2010.05.006

Google Scholar

[5] Hong Naifeng. Development and Difficulty of Forecast for Corrosion and Durability of Concrete[J]. Concrete, 2006, (10): 10-1.

Google Scholar