• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 58 Issue 6
Dec.  2023
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Article Contents
LI Peigang, LAN Caihao, WEI Qiang, LI Junqi, LIU Zengjie, YANG Yongming. Calibration Method of Bi-block Ballastless Track Monitoring on Sleeper Pressure[J]. Journal of Southwest Jiaotong University, 2023, 58(6): 1385-1393. doi: 10.3969/j.issn.0258-2724.20211094
Citation: LI Peigang, LAN Caihao, WEI Qiang, LI Junqi, LIU Zengjie, YANG Yongming. Calibration Method of Bi-block Ballastless Track Monitoring on Sleeper Pressure[J]. Journal of Southwest Jiaotong University, 2023, 58(6): 1385-1393. doi: 10.3969/j.issn.0258-2724.20211094

Calibration Method of Bi-block Ballastless Track Monitoring on Sleeper Pressure

doi: 10.3969/j.issn.0258-2724.20211094
  • Received Date: 30 Dec 2021
  • Rev Recd Date: 21 Mar 2022
  • Available Online: 17 Jul 2023
  • Publish Date: 21 Apr 2022
  • In order to explore the long-term monitoring method of bi-block ballastless track sleeper pressure, this paper took the CRTSⅠ bi-block sleeper as the research object and studied the linear relationship between the internal strain values and the sleeper pressure by using the embedded fiber Bragg grating sensor. Firstly, the fiber reinforced polymer-optical fiber (FRP-OF) strain sensor was embedded in the sleeper at the manufacturing stage. Secondly, the sleeper was calibrated under static load by the reaction rack and jack, and the linear relationship between the surface loading force and the internal strain of the sleeper was analyzed. Finally, the finite element simulation was used for verification and correction. The results show that the load applied on the sleeper surface has a good linear relationship with the measured value of the FRP-OF strain sensor inside the sleeper. The slope of this linearity is determined as the calibration coefficient, with a range of about 4.90–5.28 kN/με. The error rate between simulation data and measured data is within 5%. The internal strains of the sleeper are compared under two different boundary conditions: reaction frame constraint and track slab constraint, and the equation for calculating sleeper pressure is corrected. As a result, a calculation method of sleeper pressure based on the internal strain of a bi-block sleeper is presented, and the sleeper pressure measured on a high-speed railway operating line is about 30–42 kN. This method provides an important basis for studying the wheel/rail force transfer, improving strength calculation theory and method of ballastless track structures, and monitoring the condition of wheels of high-speed railways.

     

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