TECHNICAL PAPERS
Aug 1, 1984

Thermal Loading of Concrete Roofs

Publication: Journal of Structural Engineering
Volume 110, Issue 8

Abstract

A theoretical model is presented to evaluate the thermal loading of a concrete roof slab heated by solar radiation. Roof temperatures are computed from standard meteorological data and the material properties of the roof. Then effective temperature is used to characterize in‐plane deformation and thermal moment to characterize bending effects. Comparison with experimental values, recorded in an isolated roof panel for a year, shows the model to represent slab behavior accurately on clear sky days for the mediterranean climate of Adelaide, Australia. Design charts are presented to evaluate the structural parameters for a range of roof constructions in a particular climate. For the computation of characteristic values histograms are presented to show the probability distribution of the structural parameters for specific roofs located in three Australian climate regimes. The frequency distributions are not normal and their form is a function of climate.

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References

1.
“Fundamentals Handbook,” American Society of Heating, Refrigeration, Air Conditioning Engineers, New York, N.Y., 1977.
2.
Dickinson, E. J., “Pavement Temperature Regimes in Australia,” ARRB Special Report No. 23, Australian Road Research Board, Melbourne, Australia, 1981.
3.
Gloyne, R. W., “The Diurnal Variation of Global Radiation on a Horizontal Surface with Special Reference to Aberdeen,” Meteorological Magazine, Vol. 101, Feb., 1972, pp. 44–51.
4.
Hunt, B., and Cooke, N., “Thermal Calculations in Bridge Design,” Journal of the Structural Division, ASCE, Vol. 101, No. ST9, Sept., 1975, pp. 1763–1800.
5.
I. S. O., “Fifth Draft Proposal for an ISO International Standard‐Temperature Climate Actions,” International Standards Organization, Geneva, Switzerland, July, 1982.
6.
Kell, R. A., “Concrete Structures—Design Detailing and Construction for Durability,” Seminar on the Durability of Concrete Structures, Association of Consulting Engineers of New South Wales, Sydney, Australia, 1979.
7.
“Thermal Shock Blamed for Lier Fall,” New Civil Engineer International, London, July, 1980.
8.
White, I. G., “Non‐linear Differential Temperature Distribution in Concrete Bridge Structures: A Review of Current Literature,” Rep. No. 525, Cement and Concrete Association, Wexham Springs, U.K., 1979.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 110Issue 8August 1984
Pages: 1847 - 1860

History

Published online: Aug 1, 1984
Published in print: Aug 1984

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Authors

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Malcolm J. S. Hirst, M. ASCE
Sr. Lect. in Civ. Engrg., Univ. of Adelaide, Adelaide, Australia

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