Formulation of a Nondestructive Technique for Evaluating Steel Corrosion in Concrete Structures
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概要
- 論文の詳細を見る
This paper reports on a fundamental study on the formulation of a corrosion evaluation system for reinforced concrete structures based on a completely nondestructive technique. This is a method of evaluating the polarization resistance produced at the boundary between concrete and steel, without destroying the concrete surface, to estimate the resulting corrosion current density. A method of estimating the resistivity distribution within concrete to examine the steel corrosion environment is also proposed. This system consists of an equivalent circuit, a resistivity model for examining the effect of concrete, i.e., the measurement medium, and an actual measurement system. The equivalent circuit takes account of the electrode arrangement for resistivity measurement, and the impedance within concrete. This technique was verified by tests using specimens with controlled corrosion losses and was proven to express corrosion deterioration within concrete well. Evaluation by this technique was thus found feasible.
- 社団法人 日本鉄鋼協会の論文
- 2009-02-15
著者
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Noguchi Takafumi
Department of Architecture, Faculty of Engineering, University of Tokyo
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Shin Sung-woo
Sustainable Building Research Center Hanyang University
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Lim Young-chul
Sustainable Building Research Center Hanyang University
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Noguchi Takafumi
Department Of Architecture Faculty Of Engineering The University Of Tokyo
関連論文
- Evaluation of Mechanical Performance of Corroded Reinforcement Considering the Surface Shape
- Corrosion Resistance of Cr-bearing Rebar to Macrocell Corrosion Caused by Concrete Cover Crack
- Corrosion Resistance of Cr-bearing Rebar in Concrete with Chloride Ion Content
- Evaluation of Mechanical Performance of Corroded Reinforcement Considering the Surface Shape
- Formulation of a Nondestructive Technique for Evaluating Steel Corrosion in Concrete Structures
- Mathematical Modeling for Corrosion Environment Estimation Based on Concrete Resistivity Measurement Directly above Reinforcement
- Corrosion Inhibition by Cr-bearing Rebar in Concrete Due to Combined Deterioration of Carbonation and Chloride Attack
- Corrosion Resistance of Cr-bearing Rebar in Macrocell Corrosion Environments Due to Different Concentrations of Chloride Ions
- Corrosion Evaluation by Estimating the Surface Resistivity of Reinforcing Bar