Measurement and Analysis of Temperature Effects on Box Girders of Continuous Rigid Frame Bridges
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33122
Measurement and Analysis of Temperature Effects on Box Girders of Continuous Rigid Frame Bridges

Authors: Bugao Wang, Weifeng Wang, Xianwei Zeng

Abstract:

Researches on the general rules of temperature field changing and their effects on the bridge in construction are necessary. This paper investigated the rules of temperature field changing and its effects on bridge using onsite measurement and computational analysis. Guanyinsha Bridge was used as a case study in this research. The temperature field was simulated in analyses. The effects of certain boundary conditions such as sun radiance, wind speed, and model parameters such as heat factor and specific heat on temperature field are investigated. Recommended values for these parameters are proposed. The simulated temperature field matches the measured observations with high accuracy. At the same time, the stresses and deflections of the bridge computed with the simulated temperature field matches measured values too. As a conclusion, the temperature effect analysis of reinforced concrete box girder can be conducted directly based on the reliable weather data of the concerned area.

Keywords: continuous rigid frame bridge, temperature effectanalysis, temperature field, temperature field simulation

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1335408

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 2585

References:


[1] C. Chen, "Analysis of Temperature Influence on Long-span Prestress Concret Cable-stayed Bridge Construction Control," Journal of Highway And Transportation Research And Development, vol. 19, no. 6, Dec. 2002.
[2] W. H. Dilger, A. Ghali, M. Chan, M. S. Cheung, and M. A. Maes, "Temperatures stresses in composite box girder bridges," Journal of Structural Engineering, ASCE, vol. 109, no. 6, pp.1460-1478, Jun. 1983.
[3] K. Hu, "Measurement and Analysis of Temperature Fields and Effects on Flexible Pier," Journal of Shanghai Tiedao University, 1982(3).
[4] Y. Ge, D. Zhai, and G. Zhang, "Temperature Gradient Test and Research of RC Cable-Stayed Bridges," Chinese Journal of Highway And Transportation, vol. 9, no. 2, Jun. 1996.
[5] J. C. Reynolds, and J. H. Emanuel, "Thermal stresses and movements in bridges," Journal of the Structural Division, ASCE, vol. 100, no. 1, pp. 63-78, Jan. 1974.
[6] S. Moorty, and C. W. Roeder, "Temperature dependent bridge movement," Journal of Structural Division, ASCE, vol. 118, no. 4, pp. 1090-1105, 1992.
[7] F. Kehlbeck, Effect of Solar Radiation on Bridge Structure. (LIU Xing-Fa, et al transl.), Beijing : Chinese Railway Publishing Company, 1981.
[8] M. M. Eibadry, and A. Ghali, "Temperature variations in concrete bridges," Journal of Structural Engineering, ASCE, vol. 109, no. 10, pp. 2355-2374, Oct. 1983.