DocumentCode
2459669
Title
Research on elasticity of ballastless track in high-speed railway
Author
Li, Hua
Author_Institution
Coll. of Traffic & Transp., Southwest Jiaotong Univ., Chengdu, China
fYear
2011
fDate
24-26 June 2011
Firstpage
4333
Lastpage
4335
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;
fLanguage
English
Publisher
ieee
Conference_Titel
Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
Conference_Location
Nanjing
Print_ISBN
978-1-4244-9172-8
Type
conf
DOI
10.1109/RSETE.2011.5965290
Filename
5965290
Link To Document