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XIANG Huoyue, LIU Kehong, LI Yongle. Extremum Conditions of Response of Maglev Guideway Under Train Loads[J]. Journal of Southwest Jiaotong University. doi: 10.3969/j.issn.0258-2724.20220835
Citation: XIANG Huoyue, LIU Kehong, LI Yongle. Extremum Conditions of Response of Maglev Guideway Under Train Loads[J]. Journal of Southwest Jiaotong University. doi: 10.3969/j.issn.0258-2724.20220835

Extremum Conditions of Response of Maglev Guideway Under Train Loads

doi: 10.3969/j.issn.0258-2724.20220835
  • Received Date: 29 Nov 2022
  • Rev Recd Date: 16 Mar 2023
  • Available Online: 14 Oct 2024
  • To reveal the variation law of dynamic response of maglev guideways, maglev trains were simplified as moving uniform loads, and analytical methods were employed to obtain the analytical solutions for dynamic response of simply supported guideways. The variation laws of the maximum response of guideways with train speed and guideway span were discussed, and the extremum conditions of response of maglev guideways were derived, which were verified by finite element and train-bridge coupling vibration methods. The results show that under the condition of a large train-guideway span ratio, the maximum response of midspan increases with fluctuations as the train speed increases and has extremums. Guideway response also has similar change laws with the variations of guideway span, mass, and other parameters. When the product of span and speed is a specific constant, or the product of the first-order vertical frequency and span of guideway is a specific time the train speed, the guideway produces vibration isolation.

     

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