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Basic vibration characteristics of mountain rack railway vehicles under pier settlement
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Zhaowei CHEN1, Mengqi ZHANG1, Lang WANG1, Zhihui CHEN2, Jizhong YANG2
Journal of Vibration Engineering | 2025, 38(8) : 1912 - 1921
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Journal of Vibration Engineering | 2025, 38(8): 1912-1921
Basic vibration characteristics of mountain rack railway vehicles under pier settlement
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Zhaowei CHEN1, Mengqi ZHANG1, Lang WANG1, Zhihui CHEN2, Jizhong YANG2
Affiliations
  • 1.School of Mechatronics & Vehicle Engineering,Chongqing Jiaotong University,Chongqing 400074,China
  • 2.Science and Technology Research Institute of China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031,China
Published: 2025-08-10 doi: 10.16385/j.cnki.issn.1004-4523.2025.08.027
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There are a large number of ultra-large slope bridges in the rack railway line,and the settlement of bridge piers is difficult to avoid. It leads to the decrease of the smoothness of the railway line and threaten the safety and smoothness of the train. To solve this problem,based on the theory of vehicle-rack(track)-bridge dynamic interaction and gear dynamics,a coupled dynamic model of mountain vehicle-rack(track) -bridge system is established. The dynamic model considers the nonlinear meshing behavior of gear-rack and nonlinear contact behavior of wheel-rail in detail. The meshing behavior of gear-rack and the dynamic characteristics of vehicles under three different pier settlement modes (single pier settlement,continuous pier settlement and spaced pier settlement) are investigated,and the influence of different pier settlement modes on the vibration of vehicles is compared. The results show that the influence of pier settlement on the rack railway system is mainly reflected in the vertical and longitudinal acceleration of the vehicle,and the main frequency of vibration is 1~2 Hz and 8~9 Hz respectively. The effects of single pier settlement on the basic vibration characteristics of the rack-bridge system are similar to those of double pier settlement. But compared with double pier settlement,the effects of single pier settlement on the longitudinal acceleration of the vehicle are more significant,and the fluctuation of the meshing frequency is also significantly increased. Pier settlement will cause the increase of gear offset,and then lead to the instability of gear-rack meshing. When pier settlement is 6 mm,the problem of meshing apart begins to appear,which seriously threatens the operation safety of vehicles.

rack railway  /  gear-rack dynamics  /  pier settlement  /  vehicle-track-bridge dynamic interaction  /  vibration characteristics
Zhaowei CHEN, Mengqi ZHANG, Lang WANG, Zhihui CHEN, Jizhong YANG. Basic vibration characteristics of mountain rack railway vehicles under pier settlement[J]. Journal of Vibration Engineering, 2025 , 38 (8) : 1912 -1921 . DOI: 10.16385/j.cnki.issn.1004-4523.2025.08.027
Year 2025 volume 38 Issue 8
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2025.08.027
  • Receive Date:2023-10-08
  • Online Date:2026-02-09
  • Published:2025-08-10
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  • Received:2023-10-08
  • Revised:2023-12-08
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Affiliations
    1.School of Mechatronics & Vehicle Engineering,Chongqing Jiaotong University,Chongqing 400074,China
    2.Science and Technology Research Institute of China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031,China
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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
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