Laser & Optoelectronics Progress, Volume. 59, Issue 11, 1105001(2022)

Deformation Monitoring of Offshore Steel Pipe Piles Based on Weak Reflection Bragg Grating Technology

Yitian Xu1, Jinghong Wu1、*, Baijian Tang1, Le Qi2, Zhihao Meng2, and Pengfei Liu3
Author Affiliations
  • 1School of Civil Engineering,Suzhou University of Science and Technology, Suzhou 215011, Jiangsu , China
  • 2Shandong Electric Power Engineering Consulting Institue Co., Ltd., Jinan 250013, Shandong , China
  • 3Suzhou NanZee Sensing Technology Co., Ltd., Suzhou 215123, Jiangsu , China
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    Figures & Tables(17)
    Principle of weak grating sensing
    Steel beam section
    Weak grating strain sensing cable and demodulator. (a) Compact sheath weak grating strain sensing cable (type J); (b) armoured fixed-point weak grating strain sensing cable (type K); (c) cabinet dense distributed optical fiber demodulator
    Layout of measuring points of steel beam
    Bending test diagram. (a) Physical diagram; (b) schematic diagram
    Comparison of strain data results. (a) 800 N; (b) 1600 N; (c) 2400 N; (d) 2800 N
    Strain error
    Comparison of deflection results
    Deflection error
    Diagram of horizontal static load device
    Bending strain curves of pile
    Moment diagram of pile
    Pile deflection
    Pile deflection under different loads
    • Table 1. Parameters of weak grating sensing cable

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      Table 1. Parameters of weak grating sensing cable

      NumberNumber of coresCentral wavelength of grating /nmReflectivity /%Strain test range /μεDiameter /mmFixed-point spacing /m
      Type J11527-15680.01150002.0≥0.5
      Type K11527-15680.01150002.5≥0.5
    • Table 2. Strain values of midspan section

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      Table 2. Strain values of midspan section

      Load /NMidspan measuring point /μεError /%
      1-1'5-5'3-3'Theoretical value1-1'&3-3'5-5'&3-3'
      400-39.34-37.61-45.24-40.0813.0516.88
      800-86.56-84.50-85.86-80.160.811.58
      1200-125.63-125.06-128.01-120.251.862.31
      1600-169.15-167.32-169.14-160.330.001.08
      2000-212.27-211.37-212.33-200.410.030.45
      2400-258.32-250.78-255.51-240.491.101.85
      2800-302.53-294.34-296.64-280.571.980.78
    • Table 3. Deflection value of midspan section

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      Table 3. Deflection value of midspan section

      Load /NMidspan measuring point /mmError /%
      Type JType K3-3'Theoretical valueMeasured valueType J and measured valuesType K and measured values
      400-2.017-2.034-2.319-2.004-2.52720.19819.516
      800-4.334-4.332-4.363-4.008-4.7248.2668.296
      1200-6.481-6.462-6.447-6.012-6.9827.1777.446
      1600-8.549-8.693-8.535-8.016-9.2487.5576.004
      2000-10.972-10.999-10.664-10.020-11.2222.2321.985
      2400-13.049-13.030-12.774-12.025-13.5263.5303.669
      2800-15.142-15.164-14.832-14.029-15.7543.8833.745
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    Yitian Xu, Jinghong Wu, Baijian Tang, Le Qi, Zhihao Meng, Pengfei Liu. Deformation Monitoring of Offshore Steel Pipe Piles Based on Weak Reflection Bragg Grating Technology[J]. Laser & Optoelectronics Progress, 2022, 59(11): 1105001

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    Paper Information

    Category: Diffraction and Gratings

    Received: Apr. 30, 2021

    Accepted: Jul. 30, 2021

    Published Online: Jun. 9, 2022

    The Author Email: Wu Jinghong (wjh@mail.usts.edu.cn)

    DOI:10.3788/LOP202259.1105001

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