A Prediction Method for the Corrosion Rate of Steel Rebar in Carbonated Mortar under Variable Environmental Conditions
Author:
Affiliation:
1. Department of Architecture, The University of Tokyo, Tokyo, Japan.
2. Graduate School of Environmental Studies, Nagoya University, Nagoya, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/21/8/21_611/_pdf
Reference64 articles.
1. 1) AIJ, (2009). “Japanese architectural standard specification for reinforced concrete work, (JASS5).” Tokyo: Architectural Institute of Japan.
2. 2) Alhozaimy, A., Hussain, R. R., Al-Zaid, R. and Al-Negheimish, A., (2012). “Coupled effect of ambient high relative humidity and varying temperature marine environment on corrosion of reinforced concrete.” Construction and Building Materials, 28(1), 670-679.
3. 3) Alonso, C. and Andrade, C., (1988). “Corrosion of steel reinforcement in carbonated mortar containing chlorides.” Advances in Cement Research, 1(3), 155-163.
4. 4) Alonso, C., Andrade, C. and González, J. A., (1988). “Relation between resistivity and corrosion rate of reinforcements in carbonated mortar made with several cement types.” Cement and Concrete Research, 18(5), 687-698.
5. 5) Angst, U., Moro, F., Geiker, M., Kessler, S., Beushausen, H., Andrade, C., Lahdensivu, J., Köliö, A., Imamoto, K. I., von Greve-Dierfeld, S. and Serdar, M., (2020). “Corrosion of steel in carbonated concrete: Mechanisms, practical experience, and research priorities - A critical review by RILEM TC 281-CCC.” RILEM Technical Letters, 5, 85-100.
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