Vibration Mode Analysis for a Suspension Bridge by Using Low-Frequency Cantilever-Based FBG Accelerometer Array

被引:42
作者
Lim, Kok-Sing [1 ]
Zaini, Muhammad Khairol Annuar [1 ]
Ong, Zhi-Chao [2 ]
Abas, Fairul Zahri Mohamad [3 ]
Salim, Muhammad Aizi Bin Mat [4 ]
Ahmad, Harith [1 ]
机构
[1] Univ Malaya, Photon Res Ctr, Kuala Lumpur 50603, Malaysia
[2] Univ Malaya, Dept Mech Engn, Fac Engn, Kuala Lumpur 50603, Malaysia
[3] Minist Works, Bridge Design Div, Publ Works Dept, Kuala Lumpur 50480, Malaysia
[4] Univ Teknol Malaysia, Ctr Laser, ISI SIR, Johor Baharu 81310, Malaysia
关键词
Bragg gratings; modal analysis; vibration measurement; BRAGG GRATING ACCELEROMETER; SYSTEM;
D O I
10.1109/TIM.2020.3018578
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
In this article, we present a vibration measurement system based on low-frequency cantilever-based fiber Bragg grating accelerometers (CFAs) for a suspension bridge. Each accelerometer has an end-loaded cantilever beam, specifically tailored to achieve a uniform sensitivity for a frequency range of 0-4 Hz, a suitable detection range for the vibration analysis. In the field test, seven CFAs were installed at specific positions along the deck of a 110-m-long suspension bridge for synchronous multipoint vibration measurements. The reflection spectra of the CFA array were recorded and processed using the pseudo-high-resolution scheme to improve the signal quality and measurement accuracy. Three natural vibration frequencies: 1.15, 1.54, and 3.17 Hz have been identified from the measurement. Following that, the acquired time-domain signals were processed by a digital bandpass filter to retrieve the waveform at each natural frequency to determine the corresponding mode shapes. The results are in agreement with the phase difference between the frequency domain signal for each natural frequency. This investigation has shown the feasibility of the proposed measurement system for determining the mode shapes and dynamic frequency analysis of a suspension bridge. It is a potential method for structural health monitoring for other similar civil structures.
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页数:8
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