基于振动的张力杆组件压电片结构异常实时检测

IF 8.9 1区 工程技术 Q1 ENGINEERING, MECHANICAL
Ahmad Rababah , Osama Abdeljaber , Onur Avci
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引用次数: 0

摘要

本文介绍了一种基于振动异常检测的结构构件实时、局部状态评估的新框架。该方法采用了一对压电片:一个作为致动器来激励结构构件,另一个作为传感器来捕获由此产生的振动响应。这些信号由四种不同的机器学习模型处理:两个有监督的和两个无监督的。监督模型是一种一维卷积神经网络(1D CNN)和一种混合长短期记忆模型(1D CNN- lstm)。无监督模型是一维卷积自编码器(1D CAE)和混合一维CAE- lstm。监督算法基本上将每个信号段分为“未损坏”和“损坏”两类。通过汇总多个分段的分类输出,得出结构健康指数,以量化与未受损构件基线反应的偏差。在无监督模型中,异常检测基于重建误差,通过测量与未损坏基线响应的偏差来计算类似的健康指数。所开发的方法已在张力杆组件上进行了实验验证,并通过减小施加的张力模拟了损伤。在这种设置中,杆穿过空心钢截面螺纹,拉力通过两端的翼螺母调节。完全拧紧的组件代表“未损坏”状态,而松动的条件被认为是“损坏”状态。该系统实时有效地识别和量化损伤严重程度,生成可视化图形,直观地跟踪结构健康变化。这些应用证明了这种方法在监测现实世界结构(如悬索桥电缆和预应力混凝土构件)方面的实际应用潜力。实验结果表明,该方法得到的健康指数与实际损伤严重程度基本一致,具有较高的准确性和可靠性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Vibration-based structural anomaly detection in real-time with piezoelectric patches on a tension rod assembly
This paper introduces a novel framework for real-time, local-level condition assessment of structural members using vibration-based anomaly detection. The approach employs a pair of piezoelectric patches: one acting as an actuator to excite the structural member and another as a sensor to capture the resulting vibration response. These signals are processed by four different machine learning models: two supervised and two unsupervised. Supervised models are a one-dimensional Convolutional Neural Network (1D CNN) and a hybrid Long Short-Term Memory model (1D CNN-LSTM). The unsupervised models are a one-dimensional Convolutional Autoencoder (1D CAE) and a hybrid 1D CAE-LSTM. The supervised algorithm basically classifies each signal segment as either “undamaged” or “damaged”. By aggregating the classification outputs across multiple segments, a structural health index is derived to quantify deviations from the baseline response of an undamaged member. In the unsupervised models, anomaly detection is based on reconstruction errors, which compute a similar health index by measuring deviation from the undamaged baseline response. The developed methods have been experimentally validated on a tension rod assembly, with damage simulated by reducing the applied tension. In this setup, the rod is threaded through a hollow steel section, and tensile force is adjusted via wing nuts at both ends. The fully tightened assembly represents the “undamaged” state, while the loosened conditions are considered as the “damaged” states. The system effectively identifies and quantifies damage severity in real-time, generating a visual graph for intuitive tracking of structural health changes. These applications demonstrate the potential of this method for practical use in monitoring real-world structures, such as suspension bridge cables and prestressed concrete elements. Experimental results confirm that the health indices derived from the proposed method closely align with the actual damage severity applied to the assembly, highlighting their accuracy and reliability.
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来源期刊
Mechanical Systems and Signal Processing
Mechanical Systems and Signal Processing 工程技术-工程:机械
CiteScore
14.80
自引率
13.10%
发文量
1183
审稿时长
5.4 months
期刊介绍: Journal Name: Mechanical Systems and Signal Processing (MSSP) Interdisciplinary Focus: Mechanical, Aerospace, and Civil Engineering Purpose:Reporting scientific advancements of the highest quality Arising from new techniques in sensing, instrumentation, signal processing, modelling, and control of dynamic systems
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