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轴向受载梁季节性热变化损伤的短期训练检测方法。

Short-Training Damage Detection Method for Axially Loaded Beams Subject to Seasonal Thermal Variations.

机构信息

Department of Mechanical, Energy, Management and Transportation Engineering, Università degli Studi di Genova, Via all'Opera Pia, 15A, 16145 Genoa, Italy.

Department of Mechanical Engineering, Politecnico di Milano, Via La Masa, 34, 20156 Milan, Italy.

出版信息

Sensors (Basel). 2023 Jan 19;23(3):1154. doi: 10.3390/s23031154.

Abstract

Vibration-based damage features are widely adopted in the field of structural health monitoring (SHM), and particularly in the monitoring of axially loaded beams, due to their high sensitivity to damage-related changes in structural properties. However, changes in environmental and operating conditions often cause damage feature variations which can mask any possible change due to damage, thus strongly affecting the effectiveness of the monitoring strategy. Most of the approaches proposed to tackle this problem rely on the availability of a wide training dataset, accounting for the most part of the damage feature variability due to environmental and operating conditions. These approaches are reliable when a complete training set is available, and this represents a significant limitation in applications where only a short training set can be used. This often occurs when SHM systems aim at monitoring the health state of an already existing and possibly already damaged structure (e.g., tie-rods in historical buildings), or for systems which can undergo rapid deterioration. To overcome this limit, this work proposes a new damage index not affected by environmental conditions and able to properly detect system damages, even in case of short training set. The proposed index is based on the principal component analysis (PCA) of vibration-based damage features. PCA is shown to allow for a simple filtering procedure of the operating and environmental effects on the damage feature, thus avoiding any dependence on the extent of the training set. The proposed index effectiveness is shown through both simulated and experimental case studies related to an axially loaded beam-like structure, and it is compared with a Mahalanobis square distance-based index, as a reference. The obtained results highlight the capability of the proposed index in filtering out the temperature effects on a multivariate damage feature composed of eigenfrequencies, in case of both short and long training set. Moreover, the proposed PCA-based strategy is shown to outperform the benchmark one, both in terms of temperature dependency and damage sensitivity.

摘要

基于振动的损伤特征在结构健康监测 (SHM) 领域得到了广泛应用,特别是在轴向加载梁的监测中,因为它们对结构特性与损伤相关的变化非常敏感。然而,环境和运行条件的变化经常导致损伤特征的变化,这可能会掩盖由于损伤而导致的任何可能的变化,从而强烈影响监测策略的有效性。为了解决这个问题,大多数提出的方法都依赖于广泛的训练数据集,这些数据集在很大程度上反映了环境和运行条件引起的损伤特征可变性。当有完整的训练集时,这些方法是可靠的,而在只能使用短训练集的应用中,这是一个显著的限制。这种情况通常发生在 SHM 系统旨在监测已有结构(如历史建筑中的拉杆)的健康状态,或者系统可能会迅速恶化的情况下。为了克服这一限制,本工作提出了一种新的损伤指标,它不受环境条件的影响,能够正确检测系统损伤,即使在短训练集的情况下也是如此。所提出的指标基于基于振动的损伤特征的主成分分析 (PCA)。结果表明,PCA 允许对损伤特征的运行和环境影响进行简单的滤波处理,从而避免对训练集范围的任何依赖。通过与轴向加载梁结构相关的模拟和实验案例研究,展示了所提出的指标的有效性,并与马氏平方距离基准指标进行了比较。所得到的结果突出了所提出的指标在过滤由固有频率组成的多元损伤特征的温度影响方面的能力,无论是在短训练集还是长训练集的情况下。此外,所提出的基于 PCA 的策略在温度依赖性和损伤敏感性方面都优于基准策略。

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