Acta Photonica Sinica, Volume. 54, Issue 4, 0406005(2025)

Vehicle-induced Modal Monitoring of Bridges Using Partially Distributed FBG Strain Sensor Arrays

Zhenhui DUAN1,2、*, Faxiang ZHANG1,2, Shaodong JIANG1,2, Zhihui SUN1,2, Zhaoying LIU1,2, and Yongxu SHEN1,2
Author Affiliations
  • 1Key Laboratory of Computing Power Network and Information Security,Ministry of Education,Shandong Computer Science Center(National Supercomputer Center in Jinan),Qilu University of Technology(Shandong Academy of Sciences),Jinan 250013,China
  • 2Shandong Provincial Key Laboratory of Computer Networks,Shandong Fundamental Research Center for Computer Science,Jinan 250014,China
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    Figures & Tables(19)
    Sensor structure
    Schematic diagram of long gauge FBG strain gauge sample section
    Schematic diagram of demodulation system composition
    Resolution test
    Spectral diagram of CH1(S1-S7)
    Experimental bridge and sensor layout
    First order modal analysis of test bridge
    On site testing of bridge and sensor layout
    Schematic diagram of overall strain of a river crossing bridge within 10 min
    Strain signals when different vehicles pass by
    Vehicle excitation signal and spectrum
    GWO-VMD decomposition diagram of vehicle excitation bridge signal
    First-order modal analysis of bridges
    Comparison of first-order modes of bridge with finite element simulation
    Modal frequency changes of CH1-CH4 corresponding to vehicle excitation
    Relationship between peak frequency of sensor and temperature change
    • Table 1. FBG wavelengths of CH1-CH4

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      Table 1. FBG wavelengths of CH1-CH4

      CH1/nmCH2/nmCH3/nmCH4/nm
      S11 533.110 11 533.356 21 531.193 41 533.354 4
      S21 538.427 51 538.644 21 533.518 81 538.997 3
      S31 543.690 91 544.318 61 535.373 51 543.605
      S41 548.2931 549.034 41 537.5851 549.033 4
      S51 553.203 71 553.960 31 539.461 31 553.417
      S61 558.263 41 558.621 61 541.274 41 558.548 2
      S71 562.606 71 563.388 31 542.948 71 563.324
    • Table 2. 24-hour peak frequency of bridge vibration(long gauge FBG strain gauge)

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      Table 2. 24-hour peak frequency of bridge vibration(long gauge FBG strain gauge)

      Time/hPeak/HzTime/hPeak/Hz
      0∶00~0∶155.3812∶00~12∶155.30
      1∶00~1∶155.3613∶00~13∶155.34
      2∶00~2∶155.4014∶00~14∶155.36
      3∶00~3∶155.3715∶00~15∶155.35
      4∶00~4∶155.3716∶00~16∶155.39
      5∶00~5∶155.4217∶00~17∶155.35
      6∶00~6∶155.4118∶00~18∶155.36
      7∶00~7∶155.3419∶00~19∶155.42
      8∶00~8∶155.3820∶00~20∶155.38
      9∶00~9∶155.3721∶00~21∶155.33
      10∶0~10∶155.3822∶00~22∶155.38
      11∶0~11∶155.3723∶00~23∶155.41
    • Table 3. Peak frequency of 24-hour vibration of bridges(accelerometer)

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      Table 3. Peak frequency of 24-hour vibration of bridges(accelerometer)

      Time/hPeak/HzTime/hPeak/Hz
      0∶00~0∶155.3912∶00~12∶155.31
      1∶00~1∶155.3713∶00~13∶155.32
      2∶00~2∶155.4014∶00~14∶155.36
      3∶00~3∶155.3615∶00~15∶155.34
      4∶00~4∶155.3816∶00~16∶155.38
      5∶00~5∶155.4317∶00~17∶155.34
      6∶00~6∶155.4018∶00~18∶155.35
      7∶00~7∶155.3619∶00~19∶155.41
      8∶00~8∶155.3820∶00~20∶155.37
      9∶00~9∶155.3621∶00~21∶155.35
      10∶0~10∶155.3822∶00~22∶155.37
      11∶0~11∶155.3723∶00~23∶155.40
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    Zhenhui DUAN, Faxiang ZHANG, Shaodong JIANG, Zhihui SUN, Zhaoying LIU, Yongxu SHEN. Vehicle-induced Modal Monitoring of Bridges Using Partially Distributed FBG Strain Sensor Arrays[J]. Acta Photonica Sinica, 2025, 54(4): 0406005

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    Paper Information

    Category: Fiber Optics and Optical Communications

    Received: Sep. 25, 2024

    Accepted: Nov. 27, 2024

    Published Online: May. 15, 2025

    The Author Email: Zhenhui DUAN (10431220503@stu.qlu.edu.cn)

    DOI:10.3788/gzxb20255404.0406005

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