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Author:

Guo, X. (Guo, X..) | Li, C. (Li, C..) | Chen, C. (Chen, C..) | Han, Z. (Han, Z..) | Liang, Z. (Liang, Z..)

Indexed by:

Scopus

Abstract:

Track irregularity is the main excitation source of the vibration of railway vehicle system, and the change of the running posture of the car body frame will affect the detection accuracy of track geometric irregularity. In theory, the running posture of the car body frame can be measured by the displacement sensor, but in most cases, the measurement is difficult and the accuracy is low. When the acceleration sensor is used to test, there are various kinds of noise interference, so that the integral displacement contains the trend term drift error. To solve this problem, a low-frequency attenuation frequency-domain integration method was proposed in this paper to obtain displacement time series from acceleration data. The method started from the integration of acceleration measurement, and used the least square method based on moving average to remove the error caused by random noise in the integration process and restored the actual vibration response caused by track irregularity. Combined with the moving average method, high pass filter and frequency domain integration, the reconstructed displacement signal was obtained through multiple rounds of smoothing, filtering, and integration to avoid signal distortion. The main advantage of this method was that there was no long period drift in the reconstructed displacement. The accuracy and reliability of this method were verified by comparing with the measured data of shaking table. © 2023 Beijing University of Technology. All rights reserved.

Keyword:

displacement reconstruction acceleration integration track irregularity low-frequency attenuation 6-DOF vibration platform frequency domain integration

Author Community:

  • [ 1 ] [Guo X.]Beijing Key Laboratory of Nonlinear Vibrations and Strength of Mechanical Structures, Faculty of Materials and Manufacturing, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Li C.]Beijing Key Laboratory of Nonlinear Vibrations and Strength of Mechanical Structures, Faculty of Materials and Manufacturing, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Chen C.]Infrastructure Inspection Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing, 100081, China
  • [ 4 ] [Han Z.]Infrastructure Inspection Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing, 100081, China
  • [ 5 ] [Liang Z.]Infrastructure Inspection Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing, 100081, China

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2023

Issue: 2

Volume: 49

Page: 179-187

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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