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Damage localization under ambient excitations and non-stationary vibration signals by a new hybrid algorithm for feature extraction and multivariate distance correlation methods

机译:一种新的混合特征提取和多元距离相关方法混合算法在环境激励和非平稳振动信号作用下的损伤定位

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Ambient excitations applied to structures may lead to non-stationary vibration responses. In such circumstances, it may be difficult or improper to extract meaningful and significant damage features through methods that mainly rely on the stationarity of data. This article proposes a new hybrid algorithm for feature extraction as a combination of a new adaptive signal decomposition method called improved complete ensemble empirical mode decomposition with adaptive noise and autoregressive moving average model. The major contribution of this algorithm is to address the important issue of feature extraction under ambient vibration and non-stationary signals. The improved complete ensemble empirical mode decomposition with adaptive noise method is an improvement on the well-known ensemble empirical mode decomposition technique by removing redundant intrinsic mode functions. In addition, a novel automatic approach is presented to select the most relevant intrinsic mode functions to damage based on the intrinsic mode function energy level. Fitting an autoregressive moving average model to each selected intrinsic mode function, the model residuals are extracted as the damage-sensitive features. The main limitation is that such features are high-dimensional multivariate time series data, which may make a difficult and time-consuming decision-making process for damage localization. Multivariate distance correlation methods are introduced to cope with this drawback and locate structural damage using the multivariate residual sets of the normal and damaged conditions. The accuracy and robustness of the proposed methods are validated by a numerical shear-building model and an experimental benchmark structure. The effects of sampling frequency and time duration are evaluated as well. Results demonstrate the effectiveness and capability of the proposed methods to extract sufficient and reliable features, identify damage location, and quantify damage severity under ambient excitations and non-stationary signals.
机译:施加到结构的环境激励可能会导致非平稳振动响应。在这种情况下,通过主要依赖于数据平稳性的方法来提取有意义且重要的损坏特征可能很困难或不适当。本文提出了一种新的特征提取混合算法,该方法结合了一种新的自适应信号分解方法(称为改进的完全集成经验模式分解,自适应噪声和自回归移动平均模型)。该算法的主要作用是解决环境振动和非平稳信号下特征提取的重要问题。用自适应噪声方法改进的完整整体经验模态分解是对众所周知的整体经验模态分解技术的改进,它去除了多余的固有模态函数。另外,提出了一种新颖的自动方法,以基于固有模式函数能级来选择最相关的固有模式函数来进行破坏。将自回归移动平均模型拟合到每个选定的固有模式函数,可提取模型残差作为损伤敏感特征。主要局限性在于,此类特征是高维多元时间序列数据,这可能会导致困难且耗时的损伤确定决策过程。引入了多元距离相关方法来解决这个缺点,并使用正常和受损条件的多元残差集定位结构破坏。数值剪切模型和实验基准结构验证了所提方法的准确性和鲁棒性。还评估了采样频率和持续时间的影响。结果证明了所提方法在环境激励和非平稳信号作用下提取足够且可靠的特征,识别损伤位置并量化损伤严重性的有效性和能力。

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