Title :
Research on elasticity of ballastless track in high-speed railway
Author_Institution :
Coll. of Traffic & Transp., Southwest Jiaotong Univ., Chengdu, China
Abstract :
The high-speed railway of China mainly adopt the structure of ballastless track. When trains run in high-speed, the vibration strength and anti-impact capacity born on the track are directly linked to structural elasticity of the track. The vibration strength has a direct influence on trains´ stationarity and security, and will make a noise to ambient environment. Based on track bed of ballastless track, sensitivity analysis on structural elasticity shows that improving the track bed situation, raising the elasticity of resilient pad under the rail and focusing on the uniformity of longitudinal elasticity in rail are very crucial to track elasticity.
Keywords :
elasticity; rails; rapid transit systems; sensitivity analysis; vibrations; China; antiimpact capacity; ballastless track elasticity; high-speed railway; longitudinal elasticity; resilient pad; sensitivity analysis; structural elasticity; track bed; train security; train stationarity; vibration strength; Elasticity; Electronic ballasts; Focusing; Rail transportation; Rails; Sensitivity analysis; Vibrations; ballastless track; elasticity of track; situation of track bed; under-rail pad;
Conference_Titel :
Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
Conference_Location :
Nanjing
Print_ISBN :
978-1-4244-9172-8
DOI :
10.1109/RSETE.2011.5965290