Laser & Optoelectronics Progress, Volume. 56, Issue 24, 241201(2019)
Identification and Monitoring of Concrete Cracks Based on Optical Frequency Domain Reflectometry Technique
Fig. 1. Working principle of OFDR
Fig. 2. Picture of optical cable
Fig. 3. OFDR demodulation instrument
Fig. 4. Schematic of fiber arrangement. (a) Before cracking; (b) after cracking
Fig. 5. Strain curves. (a) 1 cm spatial resolution; (b) 5 mm spatial resolution; (c) 2 mm spatial resolution
Fig. 6. Comparison of monitoring results under three spatial resolutions
Fig. 7. Comparison of measured and real values of crack width
Fig. 8. Experimental scheme. (a) Actual picture; (b) schematic diagram
Fig. 9. Cracking diagram of concrete beam bottom
Fig. 10. Strain of fiber 1 at each loading level
Fig. 11. Strain of fiber 2 at each loading level
Fig. 12. Width of crack 4 at each loading level
Fig. 13. Pictures of cracks. (a) Crack with 0.10 mm width; (b) crack with 0.22 mm width; (c) crack with 0.34 mm width
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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
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)