利用 SVM 辅助声发射技术识别桁架结构中的受损构件

Parikshit Roy, Gudipati Bhanu Kiran, Neetika Saha, Pijush Topdar
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引用次数: 0

摘要

结构很容易损坏,因此在损坏开始时就对其进行检测对于采取纠正措施极为重要。桁架是一种非常重要的土木工程结构,具有复杂的几何形状:宽度和厚度与构件的长度相比非常小,并且存在连接形式的不连续性。现有的大多数技术都是在损坏发展到相当严重的程度后才进行识别。声发射(AE)技术可以有效地用于早期损伤检测,因为损伤的发生本身就会产生 AE 波,对 AE 波进行分析可以检测出损伤。此外,与许多其他无损检测方法不同的是,不需要原始结构的特征行为。现有研究主要使用 AE 波到达传感器位置的时间(TOA)来进行损伤定位。然而,TOA 会受到桁架构件边缘反射波和信号强度在通过接缝时衰减的严重影响。此外,TOA 在规定相关阈值时缺乏客观性。因此,损坏定位可能会受到影响。在这种情况下,如果使用适当的信号特征进行训练,机器学习方法将大有可为。因此,在本研究中,我们努力开发一种支持向量机模型,用于定位已发生损坏的桁架构件。先对该模型进行训练,然后使用从实验室规模的桁架上收集的不同实验数据集进行测试。与物理观测结果相比,模型预测的定位结果令人鼓舞。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Identification of damaged member in a truss structure using acoustic emission technique aided by SVM
Structures are prone to damage, and detecting them at their very initiation is extremely important for taking corrective measures. Truss is a very important civil engineering structure having a complex geometry: width and thickness being very small compared to the length of a member and the presence of discontinuities in the form of joints. Most of the existing techniques identify damages after they have grown to a substantial degree. For early detection of damages, the acoustic emission (AE) technique may be used effectively as the initiation of damage itself results in the emission of AE wave, analysis of which may lead to detection of the damage. Additionally, signature behavior of the virgin structure is not necessary, unlike many other nondestructive testing methods. Existing studies largely use the time of arrival (TOA) of AE wave at the sensor location(s) in the formulation for damage localization. However, TOA is significantly affected by reflected waves from the edges of truss members and attenuation of signal strength during its passage through joints. In addition, TOA suffers from a lack of objectivity in prescribing the relevant threshold value. Accordingly, damage localization may be affected. In this context, a machine learning approach is very promising if appropriate signal features are used for training. Accordingly, in the present study, an effort is made to develop a support vector machine model for the localization of a truss member, where damage has been initiated. The model is trained and then tested using different sets of experimental data, collected from a laboratory-scale truss. The results of the localization, as predicted by the model, are found to be encouraging when compared with the physical observation.
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