Measurement Method for Macrocell Corrosion in Concrete Specimen using a Segmented Steel Bar
Author:
Affiliation:
1. Kanazawa Institute of Technology, 7-1 Ohgigaoka Nonoichi Ishikawa Japan.
2. Tokyo Institute of Technology, 2-12-1 Ookayama, Meguro-ku, Tokyo Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/20/3/20_222/_pdf
Reference39 articles.
1. 1) Andrade, C. and Gonzalez, J. A., (1978). “Quantitative measurements of corrosion rate of reinforcing steels embedded in concrete using polarization resistance measurements.” Materials and Corrosion, 29(8), 515-519.
2. 2) Andrade, C., (2019). “Propagation of reinforcement corrosion: principles, testing and modelling.” Materials and Structures, 52, 2. Available at: <https://doi.org/10.1617/s11527-018-1301-1>.
3. 3) Chen, E., Berrocal, C. G., Löfgren, I. and Lundgren, K., (2020). “Correlation between concrete cracks and corrosion characteristics of steel reinforcement in pre-cracked plain and fibre-reinforced concrete beams.” Materials and Structures, 53, 33. Available at: <https://doi.org/10.1617/s11527-020-01466-z>.
4. 4) Choe, H., Nishio, Y. and Kanematsu, M., (2019). “A study on anti corrosion behavior of galvanized steel rebar in concrete under general and galvanic coupled environment.” Journal of Structural and Construction Engineering, 84(766), 1503-1512. (in Japanese)
5. 5) Gu, X., Dong, Z. and Jin, Z., (2018). “Macrocell corrosion between crossed steel rebars embedded in concrete under chloride environments.” MATEC Web of Conferences, 199, 04005. Available at: <https://doi.org/10.1051/matecconf/201819904005>.
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