Durability Design Method Considering Reinforcement Corrosion due to Water Penetration-Reference-Cited by-同舟云学术

Durability Design Method Considering Reinforcement Corrosion due to Water Penetration

Published:2020-01-29 Issue:1 Volume:18 Page:27-38
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Ueda Hiroshi¹,Sakai Yuya²,Kinomura Koji³,Watanabe Kenzo⁴,Ishida Tetsuya⁵,Kishi Toshiharu²

Affiliation:

1. Materials Technology Division, Railway Technical Research Institute, Tokyo, Japan.

2. Institute of Industrial Science, The University of Tokyo, Tokyo, Japan.

3. Infrastructure Technology Research Department, Technology Center, Taisei Corporation, Yokohama, Japan.

4. Concrete and Construction Materials Group, Kajima Technical Research Institute, Kajima Corporation, Tokyo, Japan.

5. Department of Civil Engineering, The University of Tokyo, Tokyo, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/18/1/18_27/_pdf

Reference47 articles.

1. 1) Ahlström, J., Tidblad, J., Sederholm, B. and Wadsö, L., (2016). “Influence of chloride and moisture content on steel rebar corrosion in concrete.” Materials and Corrosion, 67, 1049-1058.

2. 2) ACI, (2014). “Building code requirements for structural concrete and commentary, ACI 318.” Michigan, USA: American Concrete Institute.

3. 3) Andrade, C. and Castillo, A., (2010). “Water content of concrete in natural atmospheres and its impact in the corrosion parameters.” In: W. Brameshuber Ed. Proc. International RILEM Conference on Material Science, Aachen, Germany 6-8 September 2010. Paris: RILEM Publications, 2, 43-51.

4. 4) Ann, K. Y., Pack, S. W., Hwang, J. P., Song, H. W. and Kim, S. H., (2010). “Service life prediction of a concrete bridge structure subjected to carbonation.” Construction and Building Materials, 24(8), 1494-1501.

5. 5) Bentur, A., Diamond, S. and Berke, N. S., (1997). “Steel corrosion in concrete.” London and New York: E & FN Spon.

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