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An Orthogonal Matching Pursuit based signal compression and reconstruction approach for electromechanical admittance based structural health monitoring

机译:基于正交匹配的基于追踪的机电入场基于结构健康监测的基于信号压缩和重构方法

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摘要

Signal compression and reconstruction were critical for damage detection in engineering structural health monitoring (SHM), on account of large amounts of sensor data collected and processed in signal acquisition system. A signal compression and recovery approach for damage detection using piezoelectric ceramic transducer (PZT) in structural monitoring system was proposed in this article. The basis of this approach was to first perform a linear projection of the transmitted data x in the monitoring system onto y by a random matrix and subsequently to feedback the data y to the receiving system. An algorithm of sparsity-adaptive Orthogonal Matching Pursuit (OMP) modified via optimal parameter analysis was explored to improve both the recovery effect and the compression ratio (CR) of compressed sensing (CS) in data processing stage. A statistical index was then introduced to identify the vector characteristics. The proposed method was sufficiently validated with the electromechanical admittance (EMA) data collected in an experiment for local damage detection on a simply-supported steel beam, and further applied to a longtime health monitoring of full-scaled shield tunnel segment structure. Qualitative and quantitative comparisons between the reconstructed and the original signals in structural damage detection under multiple conditions indicated that the proposed compression and recovery approach was of high accuracy and robustness to immune from the sensor conditions and temperature/environment impact, thus providing promising assistance to the impedance/admittance based SHM practice.
机译:信号压缩和重建对于工程结构健康监测(SHM)中的损坏检测至关重要,因为在信号采集系统中收集和处理了大量的传感器数据。本文提出了使用结构监测系统中使用压电陶瓷换能器(PZT)的损坏检测信号压缩和恢复方法。该方法的基础是首先通过随机矩阵在y上执行在监视系统中的发送数据X的线性投影,并且随后将数据y反馈给接收系统。通过最佳参数分析修改的稀疏性自适应正交匹配追踪(OMP)的算法,以改善数据处理阶段中的压缩感测(CS)的恢复效果和压缩比(CR)。然后引入统计指标以识别载体特征。所提出的方法充分验证了在实验中收集的局部损坏检测的机电导纳(EMA)数据,并进一步应用于全缩放盾构隧道段结构的长时间健康监测。在多种条件下,结构损伤检测中的重建和原始信号之间的定性和定量比较表明,所提出的压缩和恢复方法具有高精度和鲁棒性,可以免受传感器条件和温度/环境的影响,从而为此提供了有希望的援助基于阻抗/入场的SHM实践。

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