A numerical investigation of the influence of pore pressures and thermally induced stresses for spalling of concrete exposed to elevated temperatures

Author:

Zhang H.L.,Davie C.T.

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry

Reference40 articles.

1. L.T. Phan, Fire Performance of High-Strength Concrete: A Report of the State-of-the-Art, NISTIR 5934, Building and Fire Research Laboratory, National Institute of Standards and Technology, Gaithersburg, MD, USA, 1996.

2. Y. Anderberg, Spalling Phenomena of HPC and OC, in: L.T. Phan, et al. (Eds.) Proceedings of the International Workshop on Fire Performance of High-Strength Concrete, NIST Special Publication 919, NIST: Gaithersburg, MD, 1997.

3. Spalling and Pore Pressure in HPC at High Temperatures;Kalifa;Cem. Concr. Res.,2000

4. Limits of spalling of fire-exposed concrete;Hertz;Fire Saf. J.,2003

5. Numerical analysis of hygro-thermal behaviour and damage of concrete at high temperature;Gawin;Mech. Cohesive-Frictional Mater.,1999

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