Localized failure of concrete in compression identified by AE method

Author:

Watanabe Ken,Niwa Junichiro,Iwanami Mitsuyasu,Yokota Hiroshi

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference6 articles.

1. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements;Hillerborg;Cement Concrete Res,1976

2. Matsuo, M, Lertsrisakulrat, T, Yanagawa, A, Niwa, J. Shear behavior of RC deep beams with stirrups, Proceedings of the JCI, vol. 23, No. 3, June 2001; p. 961–66 (In Japanese)

3. Hirai, K, Nakamura, H, Higai, T. Experimental evaluation on compressive fracture zone for concrete subjected to uniaxial load. Proceedings of the JCI, vol. 17, No. 2, 1995; p. 339–44 (In Japanese)

4. Experimental study on parameters in localization of concrete subjected to compression;Lertsrisakulrat;Concrete Library JSCE,2001

5. Lertsrisakulrat T, Yanagawa A, Matsuo M, Niwa J. Concept of concrete compressive fracture energy in RC deep beams without transverse reinforcement, Proceedings of the JCI, vol. 23, No. 3, 2001; p. 97–102

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