收藏切换
A vertical coupling dynamic analysis method and engineering application of vehicle-track-substructure based on forced vibration
收藏切换
PDF
Guolong Li, Mangmang Gao, Jingjing Yang, Yunlu Wang, Xueming Cao
Railway Sciences | 2022, 1(2) : 224 - 240
Less
收藏切换
Railway Sciences | 2022, 1(2): 224-240
Research paper
A vertical coupling dynamic analysis method and engineering application of vehicle-track-substructure based on forced vibration
Full
Guolong Li, Mangmang Gao, Jingjing Yang, Yunlu Wang, Xueming Cao
Affiliations
  • Infrastructure Inspection {Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing, China
  • Standards and Metrology Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing, China
Published: 2022-12-10 doi: 10.1108/RS-04-2022-0016
Outline
收藏切换
Purpose

This study aims to propose a vertical coupling dynamic analysis method of vehicle-track-substructure based on forced vibration and use this method to analyze the influence on the dynamic response of track and vehicle caused by local fastener failure.

Design/methodology/approach

The track and substructure are decomposed into the rail subsystem and substructure subsystem, in which the rail subsystem is composed of two layers of nodes corresponding to the upper rail and the lower fastener. The rail is treated as a continuous beam with elastic discrete point supports, and spring-damping elements are used to simulate the constraints between rail and fastener. Forced displacement and forced velocity are used to deal with the effect of the substructure on the rail system, while the external load is used to deal with the reverse effect. The fastener failure is simulated with the methods that cancel the forced vibration transmission, namely take no account of the substructure-rail interaction at that position.

Findings

The dynamic characteristics of the infrastructure with local diseases can be accurately calculated by using the proposed method. Local fastener failure will slightly affect the vibration of substructure and carbody, but it will significantly intensify the vibration response between wheel and rail. The maximum vertical displacement and the maximum vertical vibration acceleration of rail is 2.94 times and 2.97 times the normal value, respectively, under the train speed of 350 km·h-1. At the same time, the maximum wheel-rail force and wheel load reduction rate increase by 22.0 and 50.2%, respectively, from the normal value.

Originality/value

This method can better reveal the local vibration conditions of the rail and easily simulate the influence of various defects on the dynamic response of the coupling system.

Vehicle-track-substructure  /  Coupling dynamic analysis  /  Forced vibration  /  Vibration response  /  Fastener  /  Failure
Guolong Li, Mangmang Gao, Jingjing Yang, Yunlu Wang, Xueming Cao. A vertical coupling dynamic analysis method and engineering application of vehicle-track-substructure based on forced vibration[J]. Railway Sciences, 2022 , 1 (2) : 224 -240 . DOI: 10.1108/RS-04-2022-0016
  • the Research Fund of Shanghai Bureau Group Corporation(2021142)
  • Science Foundation of China State Railway Group Corporation Limited(P2021T013)
  • Science Foundation of China Academy of Railway Sciences Corporation Limited(2021YJ250)
Year 2022 volume 1 Issue 2
PDF
1
0
Cite this Article
BibTeX
Article Info
doi: 10.1108/RS-04-2022-0016
  • Receive Date:2022-02-09
  • Online Date:2026-06-11
  • Published:2022-12-10
Article Data
Affiliations
History
  • Received:2022-02-09
  • Revised:2022-02-28
  • Accepted:2022-03-29
Funding
the Research Fund of Shanghai Bureau Group Corporation(2021142)
Science Foundation of China State Railway Group Corporation Limited(P2021T013)
Science Foundation of China Academy of Railway Sciences Corporation Limited(2021YJ250)
Affiliations
    Infrastructure Inspection {Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing, China
    Standards and Metrology Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing, China

Corresponding:

Mangmang Gao can be contacted at:
References
Share
https://castjournals.cast.org.cn/joweb/rs/EN/10.1108/RS-04-2022-0016
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT