Properties of Concrete Subjected to Severe Accident Conditions at Fukushima Daiichi Nuclear Power Plant

Author:

Kontani Osamu1,Ishikawa Shunsuke1,Nishioka Takamasa1,Masaki Hiroshi2,Tanaka Norihiko3,Goto Yasuyuki4,Ishioka Shinichi5

Affiliation:

1. Nuclear Power Department, Kajima Corporation, Tokyo, Japan.

2. System Design & Engineering Department, Toshiba Energy Systems & Solutions Corporation, Yokohama, Japan.

3. Mechanical System Design & Engineering Department, Toshiba Energy Systems & Solutions Corporation, Yokohama, Japan.

4. Nuclear Equipment Design Department, Hitachi-GE Nuclear Energy, Ltd., Hitachi, Japan.

5. International Research Institute for Nuclear Decommissioning, Tokyo, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference53 articles.

1. 1) AIJ, (2017). “Guide book for fire-resistive performance of structural materials.” Tokyo: Architectural Institute of Japan. (in Japanese)

2. 2) AIJ, (2021). “AIJ guidelines for maintenance and management of structures in nuclear facilities.” Tokyo: Architectural Institute of Japan.

3. 3) Alonso, C. and Fernandez, L., (2004). “Dehydration and rehydration processes of cement paste exposed to high temperature environments.” Journal of Materials Science, 39, 3015-3024.

4. 4) Biagioni, C., Bonaccorsi, E., Lezzerini, M. and Merlino, S., (2016). “Thermal behaviour of Al-rich tobermorite.” European Journal of Mineralogy, 28(1), 23-32.

5. 5) Chromá, M., Rovnaník, P., Vořechovská, D., Bayer, P. and Rovnaníková, P., (2011). “Concrete rehydration after heating to temperatures of up to 1200°C.” In: Proceedings of the12th International Conference on Durability of Building Materials and Components, Porto, Portugal 12-15 April 2011. Porto: FEUP Edições, Faculty of Engineering of the University of Porto, 1633-1639.

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