TECHNICAL PAPERS
Mar 14, 2003

Effect of Temperature on Thermal Properties of High-Strength Concrete

Publication: Journal of Materials in Civil Engineering
Volume 15, Issue 2

Abstract

For use in fire resistance calculations, the relevant thermal properties of high-strength concrete (HSC) were determined as a function of temperature. These properties included the thermal conductivity, specific heat, thermal expansion, and mass loss of plain and steel fibre-reinforced concrete made of siliceous and carbonate aggregate. The thermal properties are presented in equations that express the values of these properties as a function of temperature in the temperature range between 0 and 1,000°C. The effect of temperature on thermal conductivity, thermal expansion, specific heat, and mass loss of HSC is discussed. Test data indicate that the type of aggregate has a significant influence on the thermal properties of HSC, while the presence of steel fiber reinforcement has very little influence on the thermal properties of HSC.

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References

Diederichs, U., Jumppanen, U. M., and Schneider, U. (1995). “High temperature properties and spalling behavior of high strength concrete.” Proc., 4th Weimar Workshop on High Performance Concrete, HAB Weimar, Weimar, Germany, 219–235.
Harmathy, T. Z.(1970). “Thermal properties of concrete at elevated temperatures.” J. Mater., 5(1), 47–74.
Kodur, V. K. R. (1997a). “Studies on the fire resistance of high strength concrete at the National Research Council of Canada.” Proc., Fire Performance of High Strength Concrete, National Institute of Standards and Technology, Gaithersburg, Md., 75–86.
Kodur, V. K. R. (1997b). “Fiber-reinforced concrete for enhancing the structural fire resistance of columns.” Proc., ACI Spring Convention, American Concrete Institute, Detroit (in press).
Kodur, V. R. (2000). “Spalling in high strength concrete exposed to fire: concerns, causes, critical parameters, and cures.” Proc., ASCE Structures Congress, ASCE, Reston, Va., 1–8.
Kodur, V. K. R., and Lie, T. T. (1996). “A computer program to calculate the fire resistance of rectangular reinforced concrete columns.” Proc., 3rd Canadian Conf. on Computing in Civil and Building Engineering, Canadian Society of Civil Engineers, Ottawa, 11–20.
Kodur, V. K. R., and Lie, T. T. (1998). “Fire resistance of fibre-reinforced concrete.” Fibre reinforced concrete: present and the future, Canadian Society of Civil Engineers, Ottawa, 189–213.
Kodur, V. R., and Sultan, M. A. (1998). “Structural behaviour of high strength concrete columns exposed to fire.” Proc., Int. Symposium on High Performance and Reactive Powder Concrete, Sherbrooke, Canada, 217–232.
Lie, T. T., (1972). Fire and buildings, Applied Science, London.
Lie, T. T., ed., (1993). Structural fire protection: manual of practice, ASCE, New York.
Lie, T. T., and Kodur, V. K. R. (1995). “Thermal properties of fibre-reinforced concrete at elevated temperatures.” Internal Rep. No. 683, Institute for Research in Construction, National Research Council of Canada, Ottawa.
Lie, T. T., and Kodur, V. K. R.(1996). “Thermal and mechanical properties of steel fibre-reinforced concrete at elevated temperatures.” Can. J. Civ. Eng., 23(4), 511–517.
Phan, L. T. (1996). “Fire performance of high-strength concrete: A report of the state-of-the-art.” Rep. NISTIR 5934, National Institute of Standards and Technology, Gaithersburg, Md.
Purkiss, J. A.(1984). “Steel fibre-reinforced concrete at elevated temperatures.” International Journal of Cement Composites and Light Weight Concrete,6(3), 179–184.
Sullivan, P. J. E., Terro, M. J., and Morris, W. A.(1993). “Critical review of fire-dedicated thermal and structural computer programs.” J. Appl. Fire Sci., 3(2), 113–135.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 15Issue 2April 2003
Pages: 101 - 107

History

Received: May 24, 2000
Accepted: Oct 25, 2001
Published online: Mar 14, 2003
Published in print: Apr 2003

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Authors

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V. K. R. Kodur
Senior Research Officer, Institute for Research in Construction, National Research Council of Canada, Canada.
M. A. Sultan
Senior Research Officer, Institute for Research in Construction, National Research Council of Canada, Canada.

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