Volume 24 Issue 3
Jun.  2024
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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2024  >  24(3): 204-216
YANG Zhou, FENG Qing-song, ZHANG Ling, LU Jian-fei. Vertical vibration control of curved track structure based on inertial enhancement effect[J]. Journal of Traffic and Transportation Engineering, 2024, 24(3): 204-216. doi: 10.19818/j.cnki.1671-1637.2024.03.014
Citation: YANG Zhou, FENG Qing-song, ZHANG Ling, LU Jian-fei. Vertical vibration control of curved track structure based on inertial enhancement effect[J]. Journal of Traffic and Transportation Engineering, 2024, 24(3): 204-216. doi: 10.19818/j.cnki.1671-1637.2024.03.014
shu

Vertical vibration control of curved track structure based on inertial enhancement effect

doi: 10.19818/j.cnki.1671-1637.2024.03.014
  • 1.

    State Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure, East China Jiaotong University, Nanchang 330013, Jiangxi, China

  • 2.

    Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang 212013, Jiangsu, China

Funds:

National Natural Science Foundation of China 52068029

National Natural Science Foundation of China 52178423

Science and Technology Research and Development Project of China State Railway Group Co., Ltd. N2022Z005

More Information
  • Author Bio:

    YANG Zhou(1994-), male, doctoral student, 693622619@qq.com

    FENG Qing-song(1978-), male, professor, PhD, fqshdjtdx@aliyun.com

  • Received Date: 2024-01-09
    Available Online: 2024-07-18
  • Publish Date: 2024-06-30
    Abstract
  • In view of vertical vibration control of curved tracks, tuned mass damper inerter (TMDI) and amplitude magnification tuned mass damper (AM-TMD) were introduced based on inertial enhancement effect to realize better vibration control effects. Curved track was considered as a curved Timoshenko beam structure with discrete supports, and the energy functional variational method was used to establish a finite length curved track analysis model. Perfectly matched layer was introduced at both ends of curved track as a low reflection boundary condition for better simulating the infinite length track structure. The accuracy of analysis model and the effectiveness of perfectly matched layer were verified through the comparison with the dynamic response calculation results of existing infinite length discrete supported curved tracks. The effects of tuned mass damper (TMD), TMDI, and AM-TMD on the dynamic response of curved tracks under the action of fixed vertical harmonic load were systematically analyzed, and the vibration damping performances of TMD, TMDI, and AM-TMD were compared and evaluated. The relationship between the amplitude magnification factor and the operational capability of TMD was analyzed, and the working mechanism of AM-TMD was revealed. Research results show that the introduction of TMDI can efficiently make up for the quality defects of traditional TMD in implementing broadband control. Compared with TMD, the operating bandwidth of TMDI with the same parameters is broadened by about 1.5 times, and the maximum vibration attenuation rate increases by about 5.5 dB. The essence of AM-TMD lies in applying an amplitude magnification mechanism to synchronously enhance the effective mass, stiffness, and damping of TMD, thereby comprehensively improving the operational capability of TMD. Compared with TMD, the operating bandwidth of AM-TMD with the same parameters is expanded by about 2.0 times, and the maximum vibration attenuation rate increases by about 6.1 dB. Therefore, TMDI and AM-TMD are more effective than TMD from the perspectives of broadband control and high attenuation rate.

     

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