Critical factors governing the fire performance of high strength concrete systems

Author:

Kodur V.K.R.,Phan L.

Publisher

Elsevier BV

Subject

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

Reference17 articles.

1. Phan LT. Fire performance of high-strength concrete: a report of the state-of-the-art, National Institute of Standards and Technology, Gaithersburg, MD; p. 1996, 105.

2. Diederichs U, Jumppanen UM, Schneider U. High temperature properties and spalling behaviour of HSC, In: Proceedings of 4th Weimar workshop on HPC, HAB Weimar, Germany; 1995, p. 219–35.

3. Kodur VR, Sultan MA. Structural behaviour of high strength concrete columns exposed to fire. In: Proceedings: international symposium on high performance and reactive powder concrete, vol. 4, Sherbrooke, Quebec; 1998. p. 217–32.

4. Danielsen Ulf. Marine concrete structures exposed to hydrocarbon fires, Report, SINTEF—The Norwegian Fire Research Institute; p. 1997, 56–76.

5. Bilodeau A, Kodur VR, Hoff GC. Optimization of the type and amount of polypropylene fibres for preventing the spalling of lightweight concrete subjected to hydrocarbon fire, Cem Concr Compos J 2004; 26(2): 163–75.

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