Laser & Optoelectronics Progress, Volume. 56, Issue 24, 241201(2019)

Identification and Monitoring of Concrete Cracks Based on Optical Frequency Domain Reflectometry Technique

Jinghong Wu1、*, Hao Liu1, Peng Yang2,3, and Na Jiang1
Author Affiliations
  • 1School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, Jiangsu 215011, China
  • 2School of Earth Sciences and Engineering, Nanjing University, Nanjing, Jiangsu 210046, China
  • 3Suzhou NanZee Sensing Technology Co., Ltd., Suzhou, Jiangsu 215123, China
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    Figures & Tables(16)
    Working principle of OFDR
    Picture of optical cable
    OFDR demodulation instrument
    Schematic of fiber arrangement. (a) Before cracking; (b) after cracking
    Strain curves. (a) 1 cm spatial resolution; (b) 5 mm spatial resolution; (c) 2 mm spatial resolution
    Comparison of monitoring results under three spatial resolutions
    Comparison of measured and real values of crack width
    Experimental scheme. (a) Actual picture; (b) schematic diagram
    Cracking diagram of concrete beam bottom
    Strain of fiber 1 at each loading level
    Strain of fiber 2 at each loading level
    Width of crack 4 at each loading level
    Pictures of cracks. (a) Crack with 0.10 mm width; (b) crack with 0.22 mm width; (c) crack with 0.34 mm width
    • Table 1. Distance to fixed end

      View table

      Table 1. Distance to fixed end

      Optical fiber numberL1L2L3L4
      L /cm18.621.037.240.2
    • Table 2. Comparison of measured crack position data and measurement results of OFDR

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      Table 2. Comparison of measured crack position data and measurement results of OFDR

      CrackNumberMeasuredposition /mPosition under 1 cmspatial resolutionPosition under 5 mmspatial resolutionPosition under 2 mmspatial resolution
      FirstSecondThirdFirstSecondThirdFirstSecondThird
      13.9503.9503.9503.9503.9503.9503.9503.9523.952-
      24.4624.4604.4604.4604.4604.4604.4604.4604.460-
      34.9634.9604.9604.9604.9654.9654.9654.9644.964-
      45.4505.4505.4505.4505.4505.4455.4505.4505.450-
    • Table 3. Comparison of actual and measured values of crack widths

      View table

      Table 3. Comparison of actual and measured values of crack widths

      Crack No.Measurement value /mmActual value /mmAbsolute error /mmRelative error /%
      10.1780.180-0.002-1.111
      20.2020.2000.0021.000
      30.2770.280-0.003-1.071
      40.3030.310-0.007-2.258
      50.1660.1600.0063.750
      60.1990.200-0.001-0.500
      70.1790.180-0.001-0.556
      80.2880.2800.0082.857
      90.2380.240-0.002-0.833
      100.1510.160-0.009-5.625
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    Jinghong Wu, Hao Liu, Peng Yang, Na Jiang. Identification and Monitoring of Concrete Cracks Based on Optical Frequency Domain Reflectometry Technique[J]. Laser & Optoelectronics Progress, 2019, 56(24): 241201

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    Paper Information

    Category: Instrumentation, Measurement and Metrology

    Received: May. 28, 2019

    Accepted: Jun. 6, 2019

    Published Online: Nov. 26, 2019

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

    DOI:10.3788/LOP56.241201

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