Study on temperature field of continuous ballastless track for high-speed railway

被引:0
|
作者
Liu F. [1 ]
Zeng Z. [1 ,2 ]
Wu B. [1 ]
Zhang Z. [1 ]
机构
[1] School of Civil Engineering, Central South University, Changsha
[2] National Engineering Laboratory for High-Speed Railway Construction, Central South University, Changsha
来源
关键词
CRTSII slab track; Environmental factor; Finite element method; Heat transfer; Temperature field;
D O I
10.3969/j.issn.1001-8360.2016.12.013
中图分类号
学科分类号
摘要
A three dimensional temperature field analysis model of continuous ballastless track for high-speed railway was established by means of finite element method and heat transfer theory in this paper. With the temperature field of CRTSII slab as study object, based on the verification of the effectiveness of the model, the time-variant distribution law of the slab temperature field was analyzed. Meanwhile, the influences of some factors on the slab temperature field were studied, such as solar radiation, wind speed, thermal conductivity of CA layer, and change rate of environment temperature. The results showed that the slab temperature and temperature gradient changed with slab depth nonlinearly in different time. The lateral temperature gradient of the track slab was greatly influenced by the sunlight condition of the track slab side. The stronger the solar radiation absorption ability of the slab surface or the solar radiation was, the greater the temperature gradient of the slab was. Slab temperature gradient decreased with the increase of wind speed. The influence of CA layer thermal conductivity on the temperature field of the slab was small. The faster the environment temperature changed, the greater the maximum temperature gradient of the slab was. The research results can provide reference for the study of the temperature load of continuous ballastless track structure. © 2016, Editorial Office of Journal of the China Railway Society. All right reserved.
引用
收藏
页码:86 / 93
页数:7
相关论文
共 11 条
  • [1] Shi X., Li J., Research on Temperature Effect on the Structure of Slab Ballastless Track, Journal of Railway Engineering Society, 5, pp. 30-32, (2008)
  • [2] Wei J., Ban X., Dong R., Study of Effects and Damage of CRTSII Ballastless Track Structure System Induced by Temperature, Journal of Wuhan University of Technology, 34, 10, pp. 80-85, (2012)
  • [3] Liu Y., Zhao G., Analysis of Early Gap between Layers of CRTS II Slab Ballastless Track Structure, China Railway Science, 34, 4, pp. 1-7, (2013)
  • [4] Tang J., Yin H., Zeng Z., Et al., Mechanical Characteristic of Slab Track on Switch Area Under Temperature Gradient, Journal of Railway Science and Engineering, 8, 1, pp. 24-28, (2011)
  • [5] Wang J., You R., Wang M., Et al., Research on the Slab Temperature Warping of the Unit Slab Track System, China Railway Science, 31, 3, pp. 10-14, (2010)
  • [6] Wang S., Sun L., Li Q., Et al., Temperature Measurement and Temperature Stress Analysis of Ballastless Track Slab, Journal of Railway Engineering Society, 2, pp. 52-55, (2009)
  • [7] Liu Y., Chen P., Zhao G., Study on the Characteristics of Early Temperature Field of CRTS II Slab Ballastless Track Structure, China Railway Science, 35, 1, pp. 1-6, (2014)
  • [8] Chen J., Luo S., Li L., Et al., Temperature Distribution and Method-experience Prediction Model of Asphalt Pavement, Journal of Central South University: Science and Technology, 44, 4, pp. 1647-1656, (2013)
  • [9] Song C., General Situation of Studies on Non-linear Temperature Field in Layered Pavement Structural System, Highway, 1, pp. 49-53, (2005)
  • [10] Xie G., Yuan H., Yao Z., The Maximum Temperature Gradient of Cement Concrete Pavements, East China Highway, 6, pp. 9-19, (1982)