Evaluation on the Thermal Stresses of a Concrete Slab under Solar Radiation

Article Preview

Abstract:

The time-varying temperature field and stress distribution of a concrete roof slab is actively investigated in this study with the aiding of the commercial package ANSYS. Fine finite element model of the concrete slab is constructed and different boundary conditions are applied to obtain the temperature distribution within the slab. The solar radiation model is utilized to estimate the solar radiation received by the slab and the shelter effects are also taken into consideration. The numerical models can successfully predict the structural temperature gradient and thermal stress distribution at different time. The made observations indicate that the simulated temperature variation of the concrete slab based on the solar radiation model agrees well with measurement results. It is seen that the numerical models can successfully predict the structural time-varying thermal effects.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

2542-2546

Citation:

Online since:

March 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Kehlbeck F. Einfluss der Sonnenstrahlung bei Bruckenbauwerken. Werner-Verlag, Dusseldorf, Germany, (1975).

Google Scholar

[2] Saetta, A. Scotta, R., Vitaliani, R. Stress analysis of concrete structures subjected to variable thermal loads[J], Journal of Structural Engineering ASCE, 1995, 121 (3): 446-457.

DOI: 10.1061/(asce)0733-9445(1995)121:3(446)

Google Scholar

[3] Branco, F.A. Mendes, P.A. Thermal actions for concrete bridge design [J], Journal of Structural Engineering ASCE, 1993, 119 (8): 2313-2331.

DOI: 10.1061/(asce)0733-9445(1993)119:8(2313)

Google Scholar

[4] Carin, L. John, E. Cawrse, J. Measurements of thermal gradients and their effects on segmental concrete bridge[J], Journal of Bridge Engineering ASCE, 2002, 7 (3): 166-174.

DOI: 10.1061/(asce)1084-0702(2002)7:3(166)

Google Scholar

[5] W.M. Rohsenow. Handbook of heat transfer applications. New York: McGraw-Hill, (1988).

Google Scholar

[6] Elbadry, M. Ghalli, A. Temperature variation in concrete bridges[J], Journal of Structural Engineering ASCE, 1983, 109 (10): 2355-2374.

Google Scholar

[7] Elbadry, M. Ghali, A. Control of thermal cracking of concrete structures[J], ACI Journal, 1995, (7): 435-450.

Google Scholar

[8] Dilger, W. H. Ghali, A. Chan, M. Temperature stresses in composite box girder bridges[J], Journal of Bridge Engineering ASCE, 1983, 109 (6): 1460-1478.

DOI: 10.1061/(asce)0733-9445(1983)109:6(1460)

Google Scholar

[9] M. Froli, N. Hariga, G. Nati. Longitudinal thermal behavior of a concrete box girder bridge. Structural Engineering International, 1996, 6 (4): 237-242.

DOI: 10.2749/101686696780496139

Google Scholar