Monitoring and Research on Temperature Field and Juncture Deformation of CRTS II Slab BallastlessTrack in High Temperature
- https://doi.org/10.2991/anit-17.2018.22How to use a DOI?
- Slab ballastless track, Juncture defects, Monitoring technology,Temperature load, Relative displacement.
Aiming at the juncture defects of CRTS slab ballastless track in China high speed railway, an on-line monitoring system for temperature field and deformation of track slab was set up.The temperature variation and the relative displacement between slabs and junctures were obtained in real time. Experiments showed that the relative displacement of wide and narrow juncture could reach 0.11mm and 0.70mm caused by the temperature change of the track slab,which was the main reason for junctures'destruction. The linear correlation coefficients between the relative displacement and the temperature of the junctureswere 0.870 and 0.946,which could provide references for maintenance and repair of ballastless track.
- © 2018, 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 - Hongyao Lu AU - Yuelei He PY - 2017/12 DA - 2017/12 TI - Monitoring and Research on Temperature Field and Juncture Deformation of CRTS II Slab BallastlessTrack in High Temperature BT - Proceedings of the 2017 International Seminar on Artificial Intelligence, Networking and Information Technology (ANIT 2017) PB - Atlantis Press SP - 132 EP - 136 SN - 1951-6851 UR - https://doi.org/10.2991/anit-17.2018.22 DO - https://doi.org/10.2991/anit-17.2018.22 ID - Lu2017/12 ER -