Experimental Study on Temperature and Lateral Deformation of Rail at the Transition between Bridges and Tunnels
Authors
Jun Luo, Zhiping Zeng, Xiaobai Meng, Shanyi Song
Corresponding Author
Jun Luo
Available Online April 2016.
- DOI
- 10.2991/emim-16.2016.285How to use a DOI?
- Keywords
- Ballastless track; Continuously welded rail track; Lateral deformation of rail; Stability
- Abstract
Research purposes: In recent years, according to on-site observation, it is found that CWR in ballastless track will produce lateral deformation in sporadic bending form. For high speed railway, it is easy to stimulate hunting motion of locomotive and rolling stock and has a great impact on driving stability, comfort and safety. Through carrying on monitoring experiment on lateral deformation of rail on ballastless track, the time-dependent property of lateral deformation of rail will be obtained, which attaches great significance to revealing the mechanism of lateral deformation of rail and ensuring the stability of the ballastless track lines, as well as safety and comfort of driving.
- Copyright
- © 2016, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Jun Luo AU - Zhiping Zeng AU - Xiaobai Meng AU - Shanyi Song PY - 2016/04 DA - 2016/04 TI - Experimental Study on Temperature and Lateral Deformation of Rail at the Transition between Bridges and Tunnels BT - Proceedings of the 6th International Conference on Electronic, Mechanical, Information and Management Society PB - Atlantis Press SP - 1399 EP - 1403 SN - 2352-538X UR - https://doi.org/10.2991/emim-16.2016.285 DO - 10.2991/emim-16.2016.285 ID - Luo2016/04 ER -