Influence of Reinforcing Rebar on Expansion due to Delayed Ettringite Formation along the Bonding Length – Part I: The Role of Bond on Expansive Behavior of Concrete

Author:

Kawabata Yuichiro1,Miura Taito2,Fujishima Misato2,Ueda Naoshi3,Takahashi Yuya4,Asamoto Shingo5,Multon Stéphane6,Martin Renaud-Pierre7,Seignol Jean-Francois7

Affiliation:

1. Structural Engineering Department, Port and Airport Research Institute, 3-1-1, Yokosuka 239-0826, Japan.

2. Department of Civil Engineering, Nagoya University, Furo-cho, Chikusa-ku, Nagoya, Aichi, 464-8603, Japan.

3. Department of Civil, Environmental and Applied Systems Engineering, Kansai University, 3-3-35, Yamate-cho, Suita, Osaka, 564-8680, Japan.

4. Department of Civil Engineering, The University of Tokyo, 7-3-1, Hongo, Bunkyo-ku, Tokyo, 113-8656, Japan.

5. Graduate School of Science and Engineering, Saitama University, 255 Shimo-Okubo Sakura-ku, Saitama, 338-8570, Japan.

6. LMDC, Université de Toulouse, INSA/UPS Génie Civil, 135 Avenue de Rangueil, 31077 Toulouse Cedex 04, France.

7. Univ Gustave Eiffel, MAST-EMGCU, F-77454 Marne-la-Vallée, France.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference30 articles.

1. 1) Bouzabata, H., Multon, S., Sellier, A. and Houari, H., (2012a). “Swellings due to alkali-silica reaction and delayed ettringite formation: Characterisation of expansion isotropy and effect of moisture conditions.” Cement and Concrete Composites, 34, 349-356.

2. 2) Bouzabata, H., Multon, S., Sellier, A. and Houari, H., (2012b). “Effects of restraint on expansion due to delayed ettringite formation.” Cement and Concrete Research, 42, 1024-1031.

3. 3) Brunetaud, X., Divet, L. and Damidot, D., (2004). “Delayed ettringite formation: Suggestion of a global mechanism in order to link previous hypotheses.” In: V. Malhotra, Ed. Proc. 7th CANMET/ACI International Conference on Recent Advances in Concrete Technology, 31 May - 3 June 2006 Montreal, Quebec. Farmington Hills, Michigan: American Concrete Institue, 63-76.

4. 4) Den Uijl, J. A. and Bigaj, A. J., (1996). “A bond model for ribbed bars based on concrete confinement.” Heron, 41(3), 201-226.

5. 5) Famy, C., Scrivener, K. L., Atkinson, A. and Brough, A. R., (2001). “Influence of the storage conditions on the dimensional changes of heat-cured mortars.” Cement and Concrete Research, 31, 795-803.

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