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Periodic Track Irregularities on Bridges and Vehicle Response Characteristics for 400 km · h-1 High-Speed Railways
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Dengke MA1, 2, Ziquan YAN1, 2, Cheng JIANG1, 2, Junheng XIAO3, Chen LIANG1, 2
China Railway Science | 2026, 47(2) : 87 - 95
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China Railway Science | 2026, 47(2): 87-95
Periodic Track Irregularities on Bridges and Vehicle Response Characteristics for 400 km · h-1 High-Speed Railways
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Dengke MA1, 2, Ziquan YAN1, 2, Cheng JIANG1, 2, Junheng XIAO3, Chen LIANG1, 2
Affiliations
  • 1.Railway Engineering Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing100081, China
  • 2.State Key Laboratory for Track System of High-Speed Railway, China Academy of Railway Sciences Corporation Limited, Beijing100081, China
  • 3.Beijing Tieke Shougang Railway-Tech Co., Ltd., Beijing102206, China
Published: 2026-03-01 doi: 10.3969/j.issn.1001-4632.2026.02.08
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With the development of high-speed railways towards 400 km · h-1 and higher speed levels, train operation safety and ride comfort impose more stringent requirements on track regularity. Focusing on track regularity of simply-supported bridges with common spans widely used in high-speed railways, a refined track-bridge finite element model is established to reveal the inherent mechanism of periodic track irregularities induced by creep camber of bridge girders. Furthermore, an analysis element for periodic track irregularities on bridges suitable for dynamic simulation is proposed. Based on the established vehicle-track-bridge coupled dynamic model for higher-speed railways, the influence of periodic track irregularities on the carbody response of trains running at 400 km · h-1 is investigated in depth. The results show that an increase in girder creep deformation directly leads to increased rail deformation, with a significant linear correlation between their amplitudes, and the peak rail deformation is always slightly lower than that of girder creep. The proposed calculation element for periodic track irregularities exhibits better consistency with the waveform variation of measured track irregularities. Under the excitation of periodic irregularities, obvious spectral peaks appear at the harmonic frequencies corresponding to a 32 m wavelength in the carbody response spectrum, with the maximum peak occurring at the second harmonic, indicating that the carbody is more sensitive to the excitation of 16 m wavelength, resulting in a double-peak characteristic of the carbody dynamic response within the 32 m wavelength range. The findings provide theoretical support for track condition assessment and track regularity control of 400 km · h-1 high-speed railways.

400 km · h-1 high-speed railway  /  Girder creep  /  Periodic track irregularity  /  Vehicle-track-bridge coupled dynamic model  /  Dynamic response
Dengke MA, Ziquan YAN, Cheng JIANG, Junheng XIAO, Chen LIANG. Periodic Track Irregularities on Bridges and Vehicle Response Characteristics for 400 km · h-1 High-Speed Railways[J]. China Railway Science, 2026 , 47 (2) : 87 -95 . DOI: 10.3969/j.issn.1001-4632.2026.02.08
Year 2026 volume 47 Issue 2
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doi: 10.3969/j.issn.1001-4632.2026.02.08
  • Receive Date:2025-11-19
  • Online Date:2026-06-03
  • Published:2026-03-01
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History
  • Received:2025-11-19
  • Revised:2026-02-09
Affiliations
    1.Railway Engineering Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing100081, China
    2.State Key Laboratory for Track System of High-Speed Railway, China Academy of Railway Sciences Corporation Limited, Beijing100081, China
    3.Beijing Tieke Shougang Railway-Tech Co., Ltd., Beijing102206, 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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