从结构系统的非线性动态响应中检测域偏移的不确定性感知、结构保护机器学习方法

David A. Najera-Flores, Justin Jacobs, D. Quinn, Anthony Garland, Michael D. Todd
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引用次数: 0

摘要

用于航空航天、民用或机械应用的复杂结构系统必须在不同的运行条件下可靠运行。结构健康监测(SHM)系统通过对结构状态进行持续监测,有助于确保这些系统的可靠性。SHM 依靠将测量数据与预测模型相结合,对结构状态做出明智的决策。然而,这些模型可被视为数字孪生的一种形式,需要在结构发生变化(如损坏)时不断更新。我们提出了一种不确定性感知机器学习模型,该模型强制保持原始输入状态空间的距离,然后通过高斯过程(GP)内核对距离感知机制进行编码。所提出的方法利用频谱归一化神经 GP 算法,将神经网络的灵活性与 GP 的优势结合起来,再加上结构保持约束,从而产生一个不确定性感知模型。该模型用于检测因结构变化而导致的域偏移,由于结构变化可能在空间上是孤立的(如关节内部或局部损坏),因此无法直接观察到。这项工作利用检测理论,根据模型产生的预测方差的统计特征,系统地检测域偏移。所提出的方法在一个受到损伤的非线性结构上进行了演示。结果表明,所提出的方法能够依靠转换后的输入状态空间的距离来预测转移域中增加的方差,同时对规范变化具有鲁棒性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Uncertainty-Aware, Structure-Preserving Machine Learning Approach for Domain Shift Detection From Nonlinear Dynamic Responses of Structural Systems
Complex structural systems deployed for aerospace, civil, or mechanical applications must operate reliably under varying operational conditions. Structural health monitoring (SHM) systems help ensure the reliability of these systems by providing continuous monitoring of the state of the structure. SHM relies on synthesizing measured data with a predictive model to make informed decisions about structural state. However, these models-which may be thought of as a form of a digital twin-need to be updated continuously as structural changes (e.g., due to damage) arise. We propose an uncertainty-aware machine learning model that enforces distance preservation of the original input state space and then encodes a distance-aware mechanism via a Gaussian process (GP) kernel. The proposed approach leverages the spectral-normalized neural GP algorithm to combine the flexibility of neural networks with the advantages of GP, subjected to structure-preserving constraints, to produce an uncertainty-aware model. This model is used to detect domain shift due to structural changes that cannot be observed directly because they may be spatially isolated (e.g., inside a joint or localized damage). This work leverages detection theory to detect domain shift systematically given statistical features of the prediction variance produced by the model. The proposed approach is demonstrated on a nonlinear structure being subjected to damage conditions. It is shown that the proposed approach is able to rely on distances of the transformed input state space to predict increased variance in shifted domains while being robust to normative changes.
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