Optical phase mode analysis method for pipeline bolt looseness identification using distributed optical fiber acoustic sensing

被引:3
|
作者
Ma, Tianjiao [1 ,2 ]
Feng, Qian [3 ,4 ,5 ,6 ]
Tan, Zhisen [3 ,4 ]
Ou, Jinping [1 ,2 ]
机构
[1] Harbin Inst Technol, Sch Civil & Environm Engn, Shenzhen, Peoples R China
[2] Shenzhen Key Lab Intelligent Struct Syst Civil Eng, Shenzhen, Peoples R China
[3] China Earthquake Adm, Inst Seismol, Wuhan, Peoples R China
[4] China Earthquake Adm, Key Lab Earthquake Geodesy, Wuhan, Peoples R China
[5] Wuhan Inst Earthquake Engn Co Ltd, Wuhan, Peoples R China
[6] China Earthquake Adm, Inst Seismol, 40 Hongshan Side Rd, Wuhan 430071, Peoples R China
来源
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL | 2024年 / 23卷 / 03期
基金
中国国家自然科学基金;
关键词
Phase mode analysis; distributed optical fiber acoustic sensing; bolt looseness; structural health monitoring; OTDR; FBG;
D O I
10.1177/14759217231188184
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Distributed optical fiber acoustic sensing (DAS) technique has been applied in pipeline health monitoring, and the commonly used sensor is phase-sensitive optical time domain reflectometry. Most DAS monitoring systems can localize leakages of a pipeline but fail to identify potential non-destructive damages like bolt looseness on joints before the leakage occurs. An early damage identification is indispensable to averting severe leakages and secondary disasters. In this study, an optical phase mode analysis method is proposed for identifying pipeline bolt looseness. This method combines structure mode analysis and distributed optical phase demodulation to extract damage-related phase mode parameters. Two algorithms are specially designed for denoising and selecting signals essential for mode analysis. Phase time histories are retrieved from the original optical phase, which are decomposed to acquire phase mode shapes that can localize bolt looseness through Hilbert-Huang transform enhanced with bandwidth restricted empirical mode decomposition. Phase damping ratio is proposed to further quantify the looseness degree. Polarization diversity technique is employed to avoid polarization fading. An experiment was conducted upon a 3.2 m steel pipeline with flange joints. Bolt looseness on three joints are respectively localized even if only one bolt is loosened, obtaining a localization error of 0.07 m and 85.7% recognition ratio. The phase damping ratio shows apparent positive correlation with the number of loose bolts. The error of quantified loose bolt number is 0.79. The present study demonstrates how to localize and quantify pipeline bolt looseness through dynamical mode analysis for distributed optical phase. The developed method can identify potential damages that change the mechanical properties of a pipeline before they get severe, and holds promise in the long-distance health monitoring of other structures.
引用
收藏
页码:1547 / 1559
页数:13
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