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基于压电陶瓷智能垫圈的锚杆阻抗法预应力监测——可行性研究

Impedance-Based Pre-Stress Monitoring of Rock Bolts Using a Piezoceramic-Based Smart Washer-A Feasibility Study.

作者信息

Wang Bo, Huo Linsheng, Chen Dongdong, Li Weijie, Song Gangbing

机构信息

Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, China;.

State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China;.

出版信息

Sensors (Basel). 2017 Jan 27;17(2):250. doi: 10.3390/s17020250.

Abstract

Pre-stress degradation or looseness of rock bolts in mining or tunnel engineering threatens the stability and reliability of the structures. In this paper, an innovative piezoelectric device named a "smart washer" with the impedance method is proposed with the aim of developing a real-time device to monitor the pre-stress level of rock bolts. The proposed method was verified through tests on a rock bolt specimen. By applying high-frequency sweep excitations (typically >30 kHz) to the smart washer that was installed on the rock bolt specimen, we observed that the variation in impedance signatures indicated the rock bolt pre-stress status. With the degradation of rock bolt pre-stress, the frequency in the dominating peak of the real part of the electrical impedance signature increased. To quantify the effectiveness of the proposed technique, a normalized root mean square deviation (RMSD) index was developed to evaluate the degradation level of the rock bolt pre-stress. The experimental results demonstrated that the normalized RMSD-based looseness index, which was computed from the impedance value detected by the "smart washer", increased with loss of the pre-stress of the rock bolt. Therefore, the proposed method can effectively detect the degradation of rock bolt pre-stress, as demonstrated by experiments.

摘要

采矿或隧道工程中锚杆的预应力退化或松动会威胁到结构的稳定性和可靠性。本文提出了一种名为“智能垫圈”的创新型压电装置,并采用阻抗法,旨在开发一种实时监测锚杆预应力水平的装置。通过对锚杆试件进行试验验证了所提出的方法。通过对安装在锚杆试件上的智能垫圈施加高频扫频激励(通常>30kHz),我们观察到阻抗特征的变化表明了锚杆的预应力状态。随着锚杆预应力的退化,电阻抗特征实部主峰值的频率增加。为了量化所提技术的有效性,开发了归一化均方根偏差(RMSD)指标来评估锚杆预应力的退化程度。实验结果表明,基于归一化RMSD的松动指标,由“智能垫圈”检测到的阻抗值计算得出,随着锚杆预应力的损失而增加。因此,如实验所示,所提方法能够有效检测锚杆预应力的退化。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e791/5336068/6537c8ebab2e/sensors-17-00250-g001.jpg

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