Mechanism of Change in Splitting Tensile Strength of Concrete during Heating or Drying up to 90°C

Author:

Lin Mao1,Itoh Mitsuki1,Maruyama Ippei1

Affiliation:

1. Graduate School of Environmental Studies, Nagoya University, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference14 articles.

1. 1) Bažant, Z., (1984). “Size effect in blunt fracture: concrete, rock, metal.” Journal of Engineering Mechanics, 110(4), 518-535.

2. 2) Comité Euro-International du Béton, (1993). “CEB-FIP Model Code 90.” Thomas Telford.

3. 3) Fujiwara, T., (2008). “Effect of aggregate on drying shrinkage of concrete.” Journal of Advanced Concrete Technology, 6(1), 31-44.

4. 4) Hansen, J. A., (1968). “Effects of curing and drying environments on splitting tensile strength of concrete.” Journal of the American Concrete Institute, 65, 535-543.

5. 5) Hasegawa, T., Shioya, T. and Okada, T., (1985). “Size effect on splitting tensile strength of concrete.” Proceedings of Japan Concrete Instituite, (7), 309-312.

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