Alkali-silica reaction expansion model for confined concrete with stress-dependency and casting direction anisotropy

Author:

Hayes Nolan W.ORCID,Benboudjema FaridORCID,Le Pape YannORCID,Ma Zhongguo JohnORCID

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference32 articles.

1. Expansion of concrete through reaction between cement and aggregate;Stanton;Proc. Am. Soc. Civ. Eng.,1940

2. T. Takatura, T. Ishikawa, N. Matsumoto, S. Mitsuki, K. Takiguchi, Y. Masuda, Investigation of the expanded value of turbine generator foundation affected by alkali-silica reaction, in: Proceedings of the 18th International Conference on Structural Mechanics in Reactor Technology, SMIRT18, Beijing, China, in: SMIRT18-H03-7, 2005, pp. 2061–2068.

3. H. Shimizu, Y. Watanabe, H. Sekimoto, R. Oshima, K. Takiguchi, Y. Masuda, I. Nishiguchi, Study on material properties in order to apply for structural analysis of turbine generator foundation affected by alkali-silica reaction., in: 18th International Conference on Structural Mechanics in Reactor Technology, SMIRT 18, Beijing, China, in: SMIRT18-H03-5, 2005, pp. 2055–2060.

4. J. Tcherner, T. Aziz, Effects of AAR on seismic assessment of nuclear power plants for life extensions, in: Proceedings of the 20th International Conference on Structural Mechanics in Reactor Technology, SMIRT 20, Espoo, Finland, in: SMIRT20-Division 7 Paper 1789., 2009.

5. NRC Information Notice 2011-20: Concrete degradation by alkali-silica reaction;U.S. Nuclear Regulatory Commission,2011

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