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    • 教授     博士生导师   硕士生导师
    • 任职 : 辽宁省工程防灾减灾重点实验室 主任
    • 性别:男
    • 毕业院校:大连理工大学
    • 学位:博士
    • 所在单位:水利工程系
    • 电子邮箱:fengxin@dlut.edu.cn

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    Theoretical and Experimental Investigations into Crack Detection with BOTDR-Distributed Fiber Optic Sensors

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    论文类型:期刊论文

    发表时间:2013-12-01

    发表刊物:JOURNAL OF ENGINEERING MECHANICS

    收录刊物:SCIE、Scopus

    卷号:139

    期号:12

    页面范围:1797-1807

    ISSN号:0733-9399

    关键字:Distributed fiber optic sensor; BOTDR; Crack detection; Strain transfer; Elasto-plastic analysis; Experimental test

    摘要:Development of a model for the analysis of strain transfer mechanism in Brillouin-based sensors with strain singularities is provided in this study. The main objective of the research pertained to the development of a method for accurate detection of cracks and their locations in sensing with Brillouin-based fiber optic distributed sensors. The work involved formulation of a shear lag-based model considering the elastic as well as elastoplastic stages of the fiber optic coating strains. Feasibility of the proposed approach is evaluated through an experimental program. The experimental program involved use of a Brillouin optical time domain reflectometer (BOTDR) for distributed measurement of strain and detection of simulated cracks in a 15-m-long beam. The results indicate that the discontinuities in the strain distribution based on the theoretical analysis provide the means to accurately pinpoint the location of simulated cracks. On the other hand, the distortion effect of the BOTDR system due to averaging of the strains over the spatial resolution of the system masked the influence of strain discontinuities. In contrast to the strains acquired through the averaging process in BOTDR, the theoretical computations pertain to the actual distribution of strain along the length of the beam. Optomechanical relationships were also used to simulate the effect of spatial resolution on the theoretical results. The apparent strains obtained in this way were compared with the BOTDR measured values. Because of the measurement noise, the apparent strains based on the theoretical computations provided better information about the location of the cracks. (C) 2013 American Society of Civil Engineers.