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Effect of temperature gradient-induced periodic deformation of CRTS III slab track on dynamic responses of the train-track system
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Wang Jijun, Zhang Huanxin, Shi Cheng, Wang Meng
Railway Sciences | 2024, 3(4) : 437 - 452
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Railway Sciences | 2024, 3(4): 437-452
Research paper
Effect of temperature gradient-induced periodic deformation of CRTS III slab track on dynamic responses of the train-track system
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Wang Jijun, Zhang Huanxin, Shi Cheng, Wang Meng
Affiliations
  • Railway Engineering Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing, China
  • Railway Track Department, National Key Laboratory of High-Speed Railway Track System, Beijing, China
Published: 2024-08-10 doi: 10.1108/RS-06-2024-0020
Outline
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Purpose

Temperature is an important load for a ballastless track. However, little research has been conducted on the dynamic responses when a train travels on a ballastless track under the temperature gradient. The dynamic responses under different temperature gradients of the slab are theoretically investigated in this work.

Design/methodology/approach

Considering the moving train, the temperature gradient of the slab, and the gravity of the slab track, a dynamic model for a high-speed train that runs along the CRTS Ⅲ slab track on subgrade is developed by a nonlinear coupled way in Abaqus.

Findings

The results are as follows: (1) The upward transmission of the periodic deformation of the slab causes periodic track irregularity. (2) Because of the geometric constraint of limiting structures, the maximum bending stresses of the slab occur near the end of the slab under positive temperature gradients, but in the middle of the slab under negative temperature gradients. (3) The periodic deformation of the slab can induce periodic changes in the interlayer stiffness and contact status, leading to a large vibration of the slab. Because of the vibration-reduction capacity of the fastener and the larger mass of the concrete base, the accelerations of both the slab and concrete base are far less than the acceleration of the rail.

Originality/value

This study reveals the influence mechanism of temperature gradient-induced periodic deformation in the dynamic responses of the train-track system, and it also provides a guide for the safe service of CRTS Ⅲ slab track.

Ballastless track  /  CRTS Ⅲ slab track  /  Temperature gradient  /  Periodic deformation  /  Train performance
Wang Jijun, Zhang Huanxin, Shi Cheng, Wang Meng. Effect of temperature gradient-induced periodic deformation of CRTS III slab track on dynamic responses of the train-track system[J]. Railway Sciences, 2024 , 3 (4) : 437 -452 . DOI: 10.1108/RS-06-2024-0020
  • National Key R&D Program of China(2022YFB2603400)
  • R&D Project of China State Railway Group Corporation Limited(P2021G053)
  • R&D Project of China Academy of Railway Science Corporation Limited(2023YJ200)
Year 2024 volume 3 Issue 4
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Article Info
doi: 10.1108/RS-06-2024-0020
  • Receive Date:2024-06-21
  • Online Date:2026-06-11
  • Published:2024-08-10
Article Data
Affiliations
History
  • Received:2024-06-21
  • Revised:2024-07-12
  • Accepted:2024-07-15
Funding
National Key R&D Program of China(2022YFB2603400)
R&D Project of China State Railway Group Corporation Limited(P2021G053)
R&D Project of China Academy of Railway Science Corporation Limited(2023YJ200)
Affiliations
    Railway Engineering Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing, China
    Railway Track Department, National Key Laboratory of High-Speed Railway Track System, Beijing, China

Corresponding:

Zhang Huanxin can be contacted at:
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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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