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Experimental study on vibration characteristics of track-box girder structure with fastener failure
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Kun LUO1, 2, Peng CHEN1, 2, Huijie ZHEN1, 2, Wei WANG1, 2, Xing JIANG3
Journal of Vibration Engineering | 2025, 38(10) : 2297 - 2303
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Journal of Vibration Engineering | 2025, 38(10): 2297-2303
Experimental study on vibration characteristics of track-box girder structure with fastener failure
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Kun LUO1, 2, Peng CHEN1, 2, Huijie ZHEN1, 2, Wei WANG1, 2, Xing JIANG3
Affiliations
  • 1.Engineering Research Center of Railway Environmental Vibration and Noise, Ministry of Education, East China Jiaotong University, Nanchang 330013, China
  • 2.State Key Laboratory of Performance Monitoring Protecting of Rail Transit Infrastructure, East China Jiaotong University, Nanchang 330013, China
  • 3.Liuzhou Railway Vocational and Technical College, Liuzhou 545616, China
doi: 10.16385/j.cnki.issn.1004-4523.202310052
Outline
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To study the influence of the vibration characteristics of ballastless track on bridge under the failed fasteners, this thesis adopts an existing scale model of ballastless track-box girder structure. Under the random loading, the influence of different invalid fasteners conditions on the vibration response change of the track-box girder structure is discussed. The results show that the peak value of acceleration admittance increases and the peak frequency of admittance moves forward when the fastener fails, it appears in each component of the mid-span section of track-box girder structure, especially appears in the rail and track plate. At the same time, it is found that when the distance between the failure fastener and the observed section is different, the vibration response effect of the rail-box girder components is also different. When the distance between the failure fastener and the observed section within one fastener spacing, the acceleration admittance of each component of the track-box girder increases significantly, with the peak value at the track plate increasing by 1.48 times. When the distance between the failure fastener and the observed section is more than three fastener spacings, the acceleration response increase of each component of the box beam is within 5%. In addition, it is found that the dynamic response of various components of the track-box girder structure is directly proportional to the number of failed fasteners. For example, the peak acceleration admittance of the three fasteners with continuous failure at the track plate is 1.9 times higher than that without failure of fasteners. The maximum increase of peak admittance at the top plate and wing plate is 131% and 82% respectively, while the increase of peak admittance at the web plate and bottom plate of the box girder is approximately less than 25%.

fastener failure  /  dynamic response  /  scale model  /  acceleration admittance
Kun LUO, Peng CHEN, Huijie ZHEN, Wei WANG, Xing JIANG. Experimental study on vibration characteristics of track-box girder structure with fastener failure[J]. Journal of Vibration Engineering, 2025 , 38 (10) : 2297 -2303 . DOI: 10.16385/j.cnki.issn.1004-4523.202310052
Year 2025 volume 38 Issue 10
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doi: 10.16385/j.cnki.issn.1004-4523.202310052
  • Receive Date:2023-10-24
  • Online Date:2026-02-04
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  • Received:2023-10-24
  • Revised:2023-12-11
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Affiliations
    1.Engineering Research Center of Railway Environmental Vibration and Noise, Ministry of Education, East China Jiaotong University, Nanchang 330013, China
    2.State Key Laboratory of Performance Monitoring Protecting of Rail Transit Infrastructure, East China Jiaotong University, Nanchang 330013, China
    3.Liuzhou Railway Vocational and Technical College, Liuzhou 545616, 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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