Mathematical Modeling for Corrosion Environment Estimation Based on Concrete Resistivity Measurement Directly above Reinforcement
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概要
- 論文の詳細を見る
This study aims to formulate a resistivity model whereby the concrete resistivity expressing the environment of steel reinforcement can be directly estimated and evaluated based on measurement immediately above reinforcement as a method of evaluating corrosion deterioration in reinforced concrete structures. It also aims to provide a theoretical ground for the feasibility of durability evaluation by electric non-destructive techniques with no need for chipping of cover concrete. This Resistivity Estimation Model (REM), which is a mathematical model using the mirror method, combines conventional four-electrode measurement of resistivity with geometric parameters including cover depth, bar diameter, and electrode intervals. This model was verified by estimation using this model at areas directly above reinforcement and resistivity measurement at areas unaffected by reinforcement in regard to the assessment of the concrete resistivity. Both results strongly correlated, proving the validity of this model. It is expected to be applicable to laboratory study and field diagnosis regarding reinforcement corrosion.
- 社団法人 日本鉄鋼協会の論文
- 2009-01-15
著者
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Noguchi Takafumi
Department of Architecture, Faculty of Engineering, University of Tokyo
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Lee Han-seung
Sustainable Building Res. Center Hanyang Univ.
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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
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Lee Han-seung
Sustainable Building Research Center Hanyang University
関連論文
- Evaluation of Mechanical Performance of Corroded Reinforcement Considering the Surface Shape
- Potential and Current Flow of Double Steel Bars in Concrete by 2-D BEM
- 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