Damage Detection with Data-Driven Machine Learning Models on an Experimental Structure

Eng Pub Date : 2024-04-17 DOI:10.3390/eng5020036
Yohannes L. Alemu, Tom Lahmer, Christian Walther
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Abstract

Various techniques have been employed to detect damage in civil engineering structures. Apart from the model-based approach, which demands the frequent updating of its corresponding finite element method (FEM)-built model, data-driven methods have gained prominence. Environmental and operational effects significantly affect damage detection due to the presence of damage-related trends in their analyses. Time-domain approaches such as autoregression and metrics such as the Mahalanobis squared distance have been utilized to mitigate these effects. In the realm of machine learning (ML) models, their effectiveness relies heavily on the type and quality of the extracted features, making this aspect a focal point of attention. The objective of this work is therefore to deploy and observe potential feature extraction approaches used as input in training fully data-driven damage detection machine learning models. The most damage-sensitive segment (MDSS) feature extraction technique, which potentially treats signals under multiple conditions, is also proposed and deployed. It identifies potential segments for each feature coefficient under a defined criterion. Therefore, 680 signals, each consisting of 8192 data points, are recorded using accelerometer sensors at the Los Alamos National Laboratory in the USA. The data are obtained from a three-story 3D building frame and are utilized in this research for a mainly data-driven damage detection task. Three approaches are implemented to replace four missing signals with the generated ones. In this paper, multiple fast Fourier and wavelet-transformed features are employed to evaluate their performance. Most importantly, a power spectral density (PSD)-based feature extraction approach that considers the maximum variability criterion to identify the most sensitive segments is developed and implemented. The performance of the MDSS selection technique, proposed in this work, surpasses that of all 18 trained neural networks (NN) and recurrent neural network (RNN) models, achieving more than 80% prediction accuracy on an unseen prediction dataset. It also significantly reduces the feature dimension. Furthermore, a sensitivity analysis is conducted on signal segmentation, overlapping, the treatment of a training dataset imbalance, and principal component analysis (PCA) implementation across various combinations of features. Binary and multiclass classification models are employed to primarily detect and additionally locate and identify the severity class of the damage. The collaborative approach of feature extraction and machine learning models effectively addresses the impact of environmental and operational effects (EOFs), suppressing their influences on the damage detection process.
利用数据驱动的机器学习模型检测实验结构的损坏情况
人们采用了各种技术来检测土木工程结构的损坏情况。基于模型的方法需要经常更新相应的有限元法(FEM)建立的模型,除此之外,数据驱动的方法也越来越受到重视。由于分析中存在与损坏相关的趋势,环境和运行影响对损坏检测产生了重大影响。自回归等时域方法和 Mahalanobis 平方距离等指标已被用来减轻这些影响。在机器学习(ML)模型领域,其有效性在很大程度上取决于所提取特征的类型和质量,因此这方面成为关注的焦点。因此,这项工作的目标是部署和观察潜在的特征提取方法,并将其作为训练完全数据驱动的损坏检测机器学习模型的输入。此外,还提出并部署了最易受损区段(MDSS)特征提取技术,该技术可在多种条件下处理信号。它能根据定义的标准为每个特征系数识别潜在的分段。因此,在美国洛斯阿拉莫斯国家实验室使用加速度传感器记录了 680 个信号,每个信号由 8192 个数据点组成。这些数据来自一个三层三维建筑框架,本研究主要利用这些数据进行损坏检测。本文采用了三种方法,用生成的信号替换四个缺失信号。本文采用了多种快速傅里叶和小波变换特征来评估它们的性能。最重要的是,本文开发并实施了一种基于功率谱密度(PSD)的特征提取方法,该方法考虑了最大变异性准则,以识别最敏感的区段。这项工作中提出的 MDSS 选择技术的性能超过了所有 18 个训练有素的神经网络 (NN) 和循环神经网络 (RNN) 模型,在一个未见过的预测数据集上达到了 80% 以上的预测准确率。它还大大降低了特征维度。此外,还对信号分割、重叠、训练数据集不平衡的处理以及各种特征组合的主成分分析(PCA)实施进行了灵敏度分析。二元和多类分类模型主要用于检测,此外还用于定位和识别损坏的严重程度等级。特征提取和机器学习模型的协作方法有效地解决了环境和运行影响(EOFs)的影响,抑制了它们对损坏检测过程的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Eng
Eng
CiteScore
2.10
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0.00%
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