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Sparse Bayesian learning with model reduction for probabilistic structural damage detection with limited measurements

机译:稀疏贝叶斯学习与模型减少概率结构损伤检测有限测量

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摘要

A new variant of damage detection algorithm is proposed based on Sparse Bayesian Learning (SBL) and model reduction for probabilistic structural damage detection. By exploring recent developments in SBL, we aim to produce reliable damage identification even for high-dimensional model parameter spaces for higher-resolution damage localization. By introducing the system modal parameters, the matching of model and experimental modes and solving the nonlinear eigenvalue problem of a structural model are not required. However, one inherent difficulty is that, because only a small number of degrees of freedom (DOFs) can be measured in practice due to limited instrumentation and unmeasurable rotational DOFs, the computation of the system mode shapes has a minimum chance of success. The proposed algorithm extends the applicability of SBL-based damage detection to cases with limited measurements by exploiting model reduction techniques to avoid computation of the system mode shapes for the full model. To effectively incorporate the model reduction procedure, a two-stage SBL-based damage detection algorithm is proposed, in which the first stage updates the reduced system modal properties employing the modal data, and the second stage learns the stiffness parameters and their associated hyper-parameters to produce model sparseness of stiffness losses. The performance of the proposed algorithm is investigated through a series of numerical and experimental studies involving two beam structures and a longspan cable-stayed bridge. Both modeling errors and measurement noises are considered in these studies. The results show that, despite limited measured DOFs in conjunction with modeling error and measurement noise, the proposed algorithm based on SBL and model reduction can successfully locate and quantify the damage along with their posterior uncertainties, which give a sense of identification confidence.
机译:基于稀疏贝叶斯学习(SBL)和概率结构损伤检测模型降低,提出了一种新的损伤检测算法的新变种。通过探索SBL的最新发展,我们旨在产生可靠的损坏识别,即使对于高分辨率损伤定位的高维模型参数空间。通过引入系统模态参数,不需要匹配模型和实验模式和解决结构模型的非线性特征值问题。然而,一种固有的难度是,由于只有有限的仪器和不可衡量的旋转DOF,可以在实践中仅测量少量自由度(DOF),所以系统模式形状的计算具有最小成功的可能性。该算法通过利用模型减少技术将SBL的损伤检测对具有有限测量的情况的情况扩展了SBL的损伤检测,以避免为整个模型计算系统模式形状。为了有效地纳入模型还原过程,提出了一种两级SBL的损伤检测算法,其中第一阶段更新采用模态数据的减少的系统模态属性,第二阶段学习刚度参数及其相关联的超 - 产生刚度损失模型稀疏的参数。通过涉及两个梁结构和长跨斜拉桥的一系列数值和实验研究来研究所提出的算法的性能。在这些研究中考虑了建模误差和测量噪声。结果表明,尽管与建模误差和测量噪声有限测量了DOF,但基于SBL和模型减少的所提出的算法可以成功定位和量化损坏以及其后部不确定性,这给出了识别信心感。

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