Structural damage identification using phase space matrix with convolutional neural networks

IF 3.9 2区 工程技术 Q1 ENGINEERING, CIVIL
Yue Zhong , Jun Li , Hong Hao , Ling Li , Ruhua Wang
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引用次数: 0

Abstract

Structural health monitoring is an important field for ensuring the safety and reliability of structures. This paper proposes a structural damage identification approach using phase space matrix with Convolutional Neural Networks (CNNs). The proposed approach has two key advantages. First, it is highly sensitive to structural damage, while remaining robust to measurement noise and modelling uncertainties. This is achieved by transforming the raw sensor data into a multi-dimensional phase space matrix via delay-coordinate embedding, which captures the underlying dynamics of the structure. The developed CNN model, incorporating convolutional layers, batch normalization and the Rectified Linear Unit (ReLU) activation, is then trained to identify both the location and severity of structural damage. Second, the proposed approach only requires a few sensor measurements to identify structural damage, making it cost-effective and practical for real-world applications. The effectiveness and performance of the proposed approach are investigated through numerical simulations of an eight-story shear-type steel frame model and experimental verifications on a steel frame structure under hammer impact excitations. The results demonstrate that the proposed approach achieves a high accuracy in detecting structural damage locations and quantifying damage severity, even in the presence of high levels of measurement noise and finite element modelling uncertainty. The proposed approach shows a great potential for enhancing the efficiency and accuracy of structural health monitoring and damage detection for structures with only limited sensor measurement data.
利用卷积神经网络相空间矩阵识别结构损伤
结构健康监测是保证结构安全可靠的一个重要领域。提出了一种基于相空间矩阵和卷积神经网络的结构损伤识别方法。所提出的方法有两个主要优点。首先,它对结构损伤高度敏感,同时对测量噪声和建模不确定性保持鲁棒性。这是通过延迟坐标嵌入将原始传感器数据转换为多维相空间矩阵来实现的,该矩阵捕获了结构的潜在动力学。开发的CNN模型结合了卷积层、批归一化和整流线性单元(ReLU)激活,然后进行训练,以识别结构损伤的位置和严重程度。其次,所提出的方法只需要少量传感器测量来识别结构损伤,使其具有成本效益和实际应用。通过对八层剪切型钢框架模型的数值模拟和对锤击激励下钢框架结构的实验验证,研究了该方法的有效性和性能。结果表明,即使在存在高水平的测量噪声和有限元建模不确定性的情况下,所提出的方法在检测结构损伤位置和量化损伤严重程度方面也具有很高的精度。该方法在提高结构健康监测和损伤检测的效率和准确性方面具有很大的潜力。
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来源期刊
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
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