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Mapping thermal deformations of long-span arch bridge to CRTS Type I double-block ballastless tracks in high-speed railways

  • Hongye Gou (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University) ;
  • Hairong Ren (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University) ;
  • Fei Hu (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University) ;
  • Qianhui Pu (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University) ;
  • Xuguang Wen (International Joint Key Laboratory of Guangxi China-ASEAN Comprehensive Transportation, Nanning College) ;
  • Yi Bao (Department of Civil, Environmental and Ocean Engineering, Stevens Institute of Technology)
  • Received : 2023.11.12
  • Accepted : 2024.08.12
  • Published : 2024.08.25

Abstract

The geometry change of railway tracks significantly influences the safety and ride comfort of high-speed trains. This paper presents an analytical method to map the thermal deformations of a long-span arch bridge to the geometry of CRTS Type I double-block ballastless tracks for high-speed railways. A mechanical model of the bridge-track coupled system was developed to derive analytical formulae of the deformations of the track. The analytical formulae explicitly consider the mechanical properties of the bridge-track coupled system and the temperature profile. A three-dimensional finite element model was established to evaluate the predictions obtained from the analytical formulae. The results show that the analytical formulae provide accurate predictions of the track deformations caused by the thermal deformations of bridges. This research will promote the design, evaluation, and operation of high-speed railway bridges for improved safety and ride comfort in engineering practices.

Keywords

Acknowledgement

The research was funded by the National Natural Science Foundation of China (Grant No. 52172374), the Sichuan Outstanding Youth Science and Technology Talent Project (Grant No. 2022JDJQ0016), the Project of Beijing-Shanghai High Speed Railway Company Limited (Grant No.2024-11), and the Guangxi Scientific and Technology Plan Project of China (Grant No. AA21077011).

References

  1. Chen, Z.W. (2019), "Evaluation of longitudinal connected track under combined action of running train and long-term bridge deformation", J. Vib. Control, 26(7-8), 599-609. https://doi.org/10.1177/1077546319889855.
  2. Chen, Z.W., Zhai, W.M., Cai, C.B. and Sun, Y. (2015), "Safety threshold of high-speed railway pier settlement based on train-track-bridge dynamic interaction", Sci. China Tech. Sci., 58(2), 202-210. https://doi: 10.1007/s11431-014-5692-0.
  3. Chen, Z.W., Zhai, W.M. and Tian, G.Y. (2017), "Study on the safe value of multi-pier settlement for simply supported girder bridges in high-speed railways", Struct. Infrastruct. Eng., 14(3), 400-410. https://doi.org/10.1080/15732479.2017.1359189.
  4. Dai, G.L., Tang, Y., Liang, J.B., Yang, L.H. and Chen YF. (2018), "Temperature monitoring of high-speed railway bridges in mountainous areas", Struct. Eng. Int., 28(3), 288-295. https://doi.org/10.1080/10168664.2018.1464376.
  5. Feng, Y.L., Jiang, L.Z., Zhou, W.B., Lai, Z.P. and Chai, X.L. (2019), "An analytical solution to the mapping relationship between bridge structures vertical deformation and rail deformation of high-speed railway", Steel Compos. Struct., 33(2), 209-224. https://doi.org/12989.2019/scs.33.2.209.
  6. Gou, H.Y., Liu, C., Xie, R., Bao, Y., Zhao, L.X. and Pu, Q.H. (2021a), "Running safety of high-speed train on deformed railway bridges with interlayer connection failure", Steel Compos. Struct., 39(3), 261-274. https://doi.org/12989.2021/scs.39.3.261.
  7. Gou, H.Y., Ran, Z.W., Yang, L.C., Bao, Y. and Pu, Q.H. (2019a), "Mapping vertical bridge deformations to track geometry for high-speed railway", Steel Compos. Struct., 32(4), 467-478. https://doi.org/12989.2019/scs.32.4.467.
  8. Gou, H.Y., Xie, R., Liu, C., Bao, Y. and Pu, Q.H. (2021b), "Analytical study on high-speed railway track deformation under long-term bridge deformations and interlayer degradation", Struct., 29, 1005-1015. https://doi.org/10.1016/j.istruc.2020.10.079.
  9. Gou, H.Y., Yang, L.C., Leng, D., Bao, Y. and Pu, Q.H. (2018b), "Effect of bridge lateral deformation on track geometry of high-speed railway", Steel Compos. Struct., 29(2), 219-229. https://doi.org/12989.2018/scs.29.2.219.
  10. Gou, H.Y., Yang, L.C. and Mo, Z.X. (2019), "Effect of long-term bridge deformations on safe operation of high-speed railway and vibration of vehicle-bridge coupled system", Int. J. Struct. Stabil. Dyn., 19(9), 1950111. https://doi.org/10.1142/S0219455419501116.
  11. Han, Z.L., Zhu, S.Y., Zhai, W.M. and Zhu, B. (2022), "Static and dynamic effects of train-track-bridge system subject to environment-induced deformation of long-span railway bridge", J. Rail Rapid Transit, 237(1), 93-103. https://doi.org/10.1177/09544097221095260.
  12. Jiang, L.Z., Liu, L.L., Zhou, W.B., Liu, X., Liu, C. and Xiang, P. (2020a), "Mapped relationships between pier settlement and rail deformation of bridges with CRTS III SBT", Steel Compos. Struct., 36(4), 481-492. https://doi.org/10.12989/scs.2020.36.4.481.
  13. Jiang, L.Z., Zheng, L., Feng, Y.L., Lai, Z.P., Zhou, W.B. (2020b), "Mapping the relationship between the structural deformation of a simply supported beam bridge and rail deformation in high-speed railways", J. Rail Rapid Transit, 234(10), 1081-1092. https://doi.org/10.1177/0954409719880668.
  14. Lai, Z.P., Jiang, L.Z., Liu, X., Zhang, Y.T. and Zhou, W.B. (2020), "Analytical investigation on the geometry of longitudinal continuous track in high-speed rail corresponding to lateral bridge deformation", Construct. Build. Mater., 268, 121064. https://doi.org/10.1016/j.conbuildmat.2020.121064.
  15. Lai, Z.P., Jiang, L.Z., Zhou, W.B., Liu, X., Yu, J. and Zhang, Y.T. (2022), "Analytical solution to mapping rail deformation under bridge transverse deformation using energy variational principle", J. Cent. South Univ., 29, 2654-2664. https://doi.org/10.1007/s11771-022-5096-4.
  16. Liu, L.L., Jiang, L.Z., Zhou, W.B., Liu, X. and Feng, Y.L. (2022), "An analytical solution for the geometry of high-speed railway CRTS III slab ballastless track", Math., 10(18), 3306. https://doi.org/10.3390/math10183306.
  17. Liu, L.L., Jiang, L.Z., Zhou, W.B., Liu, X., Peng, D.H. and Chen, Y.J. (2023), "Effect of girder deformation on the dynamic performance of high speed train-track-bridge coupling system", Struct. Infrastruct. Eng., 1-8. https://doi.org/10.1080/15732479.2023.2169470.
  18. Nielsen, J.C. and Li, X. (2018), "Railway track geometry degradation due to differential settlement of ballast/subgrade- Numerical prediction by an iterative procedure", J. Sound Vib., 412, 441-456. https://doi.org/10.1016/j.jsv.2017.10.005.
  19. Nie, L.L., Jiang, L.Z., Zhou, W.B. and Feng, Y.L. (2021), "Mapping Relation between rail and bridge deformation considering nonlinear contact of interlayer", Mater., 14(21), 6653. https://doi.org/10.3390/ma14216653.
  20. Robertson, I., Masson, C., Sedran, T., Barresi, F., Caillau, J., Keseljevic, C. and Vanzenberg, J.M. (2015), "Advantages of a new ballastless trackform", Railway Engineering Conference, Edinburgh, Scotland, June.
  21. Song, L., Liu, H., Cui, C., Yu, Z. and Li, Z. (2020), "Thermal deformation and interfacial separation of a CRTS II slab ballastless track multilayer structure used in high-speed railways based on meteorological data", Construct. Build. Mater., 237, 117528. https://doi.org/10.1016/j.conbuildmat.2019.117528.
  22. Song, Y., Hong, X. and Wei, H.L. (2014), "Effects on mechanical properties of track structure and running safety caused by uneven settlement of bridge piers", Sens. Trans., 183(12), 265-272.
  23. Tang, Y.Y., Wang, Y.E., Niu, Y.W., Chen, H. and Huang, P.M. (2018), "Monitoring of daily temperature effect on deck deformation of concrete arch bridge", MATEC Web Conf., 206. https://doi.org/10.1051/matecconf/201820601011.
  24. Xiang, P., Huang, W., Jiang, L.Z., Lu, D.G., Liu, X. and Zhang, Q. (2021), "Investigations on the influence of prestressed concrete creep on train-track-bridge system", Construct. Build. Mater., 293, 123504. https://doi.org/10.1016/j.conbuildmat.2021.123504.
  25. Xiong, Z.W., Liang, X.L., Dai, X.X. and Wang, P. (2014), "Numerical analysis of bridge expansion-induced rail deformation of ballast truck", Appl. Mech. Mater., 580, 3208- 3214. https://doi.org/10.4028/www.scientific.net/AMM.580-583.3208.
  26. Yang, S.C. and Huang, S.H. (2016), "Train-track-bridge interaction by coupling direct stiffness method and mode superposition method", J. Bridge Eng., 21(10). https://doi.org/10.1061/(ASCE)BE.1943-5592.0000852.
  27. Zhou, W.B., Nie, L.X., Jiang, L.Z., Feng, Y.L., Tan, Z.H. and Chai, X.L. (2020), "Mapping relation between pier settlement and rail deformation of unit slab track system", Struct., 27, 1066-1074. https://doi.org/10.1016/j.istruc.2020.07.023.
  28. Zheng, Z.H., Liu, P., Liu, L., Yu, Z.W., Zhu, W. and He, S.S. (2022), "Cooperative work of CRTS II slab ballastless track-32m simply supported girder under pier settlement", KSCE J. Civil Eng., 26(2), 781-794. https://doi.org/10.1007/s12205-021-0413-2.
  29. Zhang, D., Xiao, J.H. and Zhang, X. (2018), "Effects of pier deformation on train operations within high-speed railway ballastless track-bridge systems", Transport. Res. Record, 2672(10), 96-105. https://doi.org/10.1177/0361198118776525.