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Author:

Zhang, L.-Q. (Zhang, L.-Q..) | Deng, Z.-C. (Deng, Z.-C..) (Scholars:邓宗才) | Shi, J. (Shi, J..) | Peng, X.-Q. (Peng, X.-Q..) | Yan, J. (Yan, J..)

Indexed by:

Scopus PKU CSCD

Abstract:

The most important point of high-speed rail design and manufacturing is the dynamic response of rocket sled moving under subsonic, transonic, and supersonic conditions. In this paper, a dynamic analysis finite element model is established combining with a sled-rail system of China. The influence of parameters for the rail, track beams, rail fastenings, and liner on the dynamic response of the rocket sled is studied and the principles of valuing structural parameters for the high-speed rail are investigated. Results show that the stiffness of the rail and liner has a greater impact on the dynamic response of the sled-rail system. To obtain a lower dynamic response, the reasonable structural parameters for the high-speed rail are as follows: the elastic modulus of the rail is 210 GPa, concrete strength of the track beam is C20-C60, fastener stiffness is (1200-2000)kN/mm, and elastic modulus of the liner is (100-140)GPa. This research can be used as a theoretical basis for designing the high-speed rail.

Keyword:

Dynamic response; Finite element; High-speed rail; High-speed rail structure; Sled

Author Community:

  • [ 1 ] [Zhang, L.-Q.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Zhang, L.-Q.]Center for Engineering Design and Research Under the Headquarters of General Equipment, Beijing 100028, China
  • [ 3 ] [Deng, Z.-C.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Shi, J.]College of Architecture and Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
  • [ 5 ] [Peng, X.-Q.]College of Architecture and Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
  • [ 6 ] [Yan, J.]Center for Engineering Design and Research Under the Headquarters of General Equipment, Beijing 100028, China

Reprint Author's Address:

  • [Zhang, L.-Q.]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: 2013

Issue: 2

Volume: 39

Page: 185-191

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: 13

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