Abstract
To investigate the temporal–spatial temperature field and mechanical response of an orthotropic steel bridge deck during paving with gussasphalt concrete (GAC), in situ monitoring of the Cuntan Yangtze River Bridge in China was conducted during GAC paving, and a finite element method model of the temperature field was established. The test and model show the following: (1) The maximum temperature occur at the paving area mid-span on the steel bridge deck, and the temperature stress of the ribs is non-negligible. (2) The deck in the paving and non-paving areas is mainly subjected to compressive and tensile stresses, respectively. (3) The beam end of the steel box expanded outward, and the deck bulge upward. (4) Based on the analysis of the construction parameters, the paving temperature and width have a greater influence than the paving speed on the stress and deformation fields. In bridge design, the temperature-stress problem caused by high-temperature pavement and the pavement thickness problem caused by the temperature deformation of the deck must be considered. The longitudinal elongation should meet the allowable limits of the corresponding telescopic device. These results can provide a reference for construction workers and maintenance personnel of bridge deck pavement.
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References
Ding, Y., Zhou, G., Li, A., et al. (2012). Thermal field characteristic analysis of steel box girder based on long-term measurement data. International Journal of Steel Structures, 12(2), 219–232. https://doi.org/10.1007/s13296-012-2006-x.
Dong, X., Deng, Z. Q., Li, S. C., et al. (2017). Research on sun light temperature field and thermal difference effect of long span box girder bridge corrugated steel webs. Engineering Mechanics, 34(09), 230–238. (in Chinese).
Fan, Y. H., Huang, W., Wang, J. M., et al. (2007). Research on interface cohesiveness of the waterproofing system for Jiangyin Bridge. Journal of Highway and Transportation Research and Development, 24(6), 33–36. (in Chinese).
Gu, Y., Li, Y. D., & Yao, C. R. (2016). Research temperature field of concrete box girder under solar radiation. Journal of Highway and Transportation Research and Development, 33(02), 46–53. (in Chinese).
Im, C. K., & Chang, S. P. (2004). Estimating extreme thermal loads in composite bridge using long-term measured data. Steel Structures, 2004(4), 25–31.
Liu, H. B., Chen, Z. H., & Zhou, T. (2013). Investigation on temperature distribution and thermal behavior of large span steel structures considering solar radiation. Advanced Steel Construction, 9(01), 41–58.
Li, H., & Harvey, J. (2010). Numerical simulation and sensitivity analysis of asphalt pavement temperature and near–surface air temperature using integrated local modeling. In The 90th annual meeting of the transportation research board (pp. 11–3125). Washington DC.
Liu, Q. W., Zhu, J., & Tang, B. H. (2007). Experiment on temperature distribution of reinforced concrete box girder under asphalt high temperature paving. Highway Learning in China, 20(4), 96–100. (in Chinese).
Liu, Y. (2015). Temperature distribution and effect analysis of steel bridge deck during asphalt pavement paving, Master dissertation, Southeast China University. (in Chinese).
Liu, Y., Qian, Z. D., & Hu, H. Z. (2016). Thermal field characteristic analysis of steel bridge deck during high-temperature asphalt pavement paving. KSCE Journal of Civil Engineering, 20(7), 2811–2821. https://doi.org/10.1007/s12205-016-0027-2.
Liu, Y., Qian, Z. D., Hu, J., et al. (2018). Temperature behavior and stability analysis of orthotropic steel bridge deck during gussasphalt pavement paving. Journal of Bridge Engineering, 23(1), 04017117. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001163.
Li, Y., He, S., & Liu, P. (2019). Effect of solar temperature field on a sea-crossing cable-stayed bridge tower. Advances in Structural Engineering, 22(8), 1867–1877. https://doi.org/10.1177/1369433219828644.
Naser, M. Z., & Kodur, V. R. (2020). Effect of temperature-induced moment-shear interaction on fire resistance of steel beams. International Journal of Steel Structures, 20(5), 1540–1551. https://doi.org/10.1007/s13296-020-00388-4.
Qian, Z. D., Hu, J., Liu, Y., et al. (2015). Influence of gussasphalt concrete paving temperature on mechanical responses and deformation effects of steel box girder. China Civil Engineering Journal, 48(02), 96–102. (in Chinese).
Reis, A., Lopes, N., & Real, P. V. (2016). Shear-bending interaction in steel plate girders subjected to elevated temperatures. Thin-Walled Structures, 104, 34–43. https://doi.org/10.1016/j.tws.2016.03.005.
Shen, R. L., Du, M. F., & Jiang, Y. Q. (2019). Study on temperature load pattern in double-box single-cell steel box girder during asphalt concrete paving at high temperature. Railway Engineering, 59(04), 38–43. (in Chinese).
Wang, D., Deng, Y., Liu, Y. M., et al. (2018a). Numerical investigation of temperature gradient-induced thermal stress for steel-concrete composite bridge deck in suspension bridges. Journal of Central South University, 25(1), 185–195. https://doi.org/10.1007/s11771-018-3728-5.
Wang, D., Liu, Y. M., & Liu, Y. (2018b). 3D temperature gradient effect on a steel–concrete composite deck in a suspension bridge with field monitoring data. Structural Control & Health Monitoring. https://doi.org/10.1002/stc.2179.
**a, Y., Chen, B., Zhou, X., et al. (2013). Field monitoring and numerical analysis of Tsing Ma suspension bridge temperature behavior. Structural Control & Health Monitoring, 20(4), 560–575. https://doi.org/10.1002/stc.515.
Zhao, G. Y., Shao, Q., & Yan, D. B. (2013). Gradation performance of gussasphalt mixture for steel bridge deck paving. Journal of Highway and Transportation Research And Development, 30(06), 75–81. (in Chinese).
Zhou, L. R., **a, Y., Brownjohn, J. M. W., et al. (2016). Temperature analysis of a long-span suspension bridge based on field monitoring and numerical simulation. Journal of Bridge Engineering, 21(1), 04015027. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000786.
Acknowledgements
The research described in this paper was financially supported by the National Natural Science Foundation of China (Grant No. 51608080) and the Scientific Research Foundation of Chongqing (Grant No. cstc2018jcyjAX0509).
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Fan, L., Yang, W., Zhou, D. et al. Temperature Distribution and Mechanical Response of Orthotropic Steel Bridge Deck During Paving of Gussasphalt Pavement. Int J Steel Struct 21, 315–328 (2021). https://doi.org/10.1007/s13296-020-00440-3
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DOI: https://doi.org/10.1007/s13296-020-00440-3