Potential and Current Flow of Double Steel Bars in Concrete by 2-D BEM
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概要
- 論文の詳細を見る
This study performs the numerical analysis of electric potentials and currents in reinforced concrete to achieve the nondestructive evaluation of corrosion using a half-cell potential measurement and polarization resistance method. Electric fields around single and double reinforcing steel bars were analyzed using a 2-D Boundary Element Method (BEM). In the half-cell potential measurement, the potential distribution in double reinforcing steel bars in concrete was represented as a singular shape rather than a circle shape. It means that the potential value inside concrete and current ratio in rebar are closely related to the size and the number of rebars. In the polarization resistance method, the polarized area of rebar is associated with the current density and current ratio.
- 社団法人 日本鉄鋼協会の論文
- 2007-10-15
著者
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Lee Han-seung
Sustainable Building Res. Center Hanyang Univ.
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Lee Han-seung
School Of Architecture & Architectural Engineering Hanyang University
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KYUNG Je-Woon
BK21 Department of Architectural Environmental Engineering, Hanyang University
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TAE Sung-Ho
Sustainable Building Research Center, Hanyang University
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Tae Sung-ho
School Of Architecture & Architectural Engineering Hanyang Univ.
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Tae Sung-ho
Sustainable Building Research Center Hanyang University
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Kyung Je-woon
Construction R&d 1st Div. Korea Inst. Of Construction & Transportation Technol. Evaluation A
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Kyung Je-woon
Bk21 Department Of Architectural Environmental Engineering Hanyang University
関連論文
- 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
- Service Life Estimation of Reinforced Concrete Structures Made Using Cr-bearing Rebars in Microcell Corrosion Environments
- Mathematical Modeling for Corrosion Environment Estimation Based on Concrete Resistivity Measurement Directly above Reinforcement
- A Study on the Corrosion Resistance of Cr-bearing Rebar in Mortar in Corrosive Environments Involving Chloride Attack and Carbonation
- Environmental Influence on the Corrosion Rate of Steel Bars Embedded in Concrete
- Service Life Estimation of Concrete Structures Reinforced with Cr-bearing Rebars under Macrocell Corrosion Conditions Induced by Cracking in Cover Concrete
- Probability of Galvanic Corrosion of Cr-bearing Rebars in Concrete
- 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 Resistance of Cr-bearing Rebar in Simulated Concrete Pore Solutions