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Author:

Zhang, Li-Qian (Zhang, Li-Qian.) | Deng, Zong-Cai (Deng, Zong-Cai.) (Scholars:邓宗才) | Shi, Jin (Shi, Jin.) | Guo, Fu-Min (Guo, Fu-Min.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

To study dynamic response of high-speed slide rail with track irregularity excitation, according to the vehicle dynamic and track dynamic theory, a sled-track dynamic analysis model of the high-speed track system is established. Sled-track dynamic responses under different speeds and irregularity excitations are analyzed and calculated. Effect on sled-track dynamic response by regularity of high-speed slide rail is discussed quantitatively. Results show that the peak vicissitude acceleration is up to 5.1 m/s2 when the high-speed sled slides at the speed of 700 m/s. When the sliding speed is 700 m/s, the vibration acceleration of the sled is 8 times than that of 100 m/s. To avoid excessive vibration, the high-speed sled irregularity amplitude must be less than 2 mm.

Keyword:

Railroad tracks Speed Dynamic response

Author Community:

  • [ 1 ] [Zhang, Li-Qian]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Zhang, Li-Qian]Center for Engineering Design and Research Under the Headquarters of General Equipment, Beijing 100028, China
  • [ 3 ] [Deng, Zong-Cai]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Shi, Jin]College of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
  • [ 5 ] [Guo, Fu-Min]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2012

Issue: 4

Volume: 38

Page: 544-546,557

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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