Towards probabilistic data‐driven damage detection in SHM using sparse Bayesian learning scheme

Qi‐Ang Wang, Yang Dai, Zhan-guo Ma, Y. Ni, Jia‐Qi Tang, Xiao‐Qi Xu, Zi-yan Wu
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引用次数: 11

Abstract

Despite continuous evolution and development of structural health monitoring (SHM) technology, interpreting a huge amount of sensed data from a sophisticated SHM system to extract useful information about structural health condition remains a challenge. Aiming to resolve this problem, a novel application of probabilistic data‐driven damage detection method was proposed in the context of Sparse Bayesian Learning (SBL) scheme. The framework involves constructing a new structural damage index and establishing SBL regression model as reference base only using the data acquired in health state. The construction of the structural damage index is based on damage‐sensitive frequency band, which is determined by NExT using vibration monitoring data. The structure will be classified to be damaged as the structural damage index based on new data deviates from the index predicted by SBL regression reference model, and further, the Bayes factor is adopted to quantify the damage degree. In addition, the relationship between the Bayes factors and the resonance frequency change rate is investigated in detail. The proposed methodology features the following merits: (i) It is probabilistic data‐driven method exempting from physical model of the structure, excitation/loading information, and (ii) it belongs to the unsupervised model in need for structural damage detection, which can be formulated using only monitoring data from health state in the absence of monitoring data from damaged state. Damage detection and discrimination capabilities of the proposed methodology are verified using field monitoring data acquired from a cable‐stayed bridge. Finally, a discussion of the SBL‐based approach is made and further challenges pertaining to damage detection processes in the context of SHM are identified.
基于稀疏贝叶斯学习方案的概率数据驱动SHM损伤检测
尽管结构健康监测(SHM)技术不断发展和发展,但从复杂的SHM系统中解释大量的传感数据以提取有关结构健康状况的有用信息仍然是一个挑战。该框架仅使用健康状态下获取的数据,构建新的结构损伤指标,并建立SBL回归模型作为参考基础。结构损伤指数的构建基于损伤敏感频段,该频段由NExT利用振动监测数据确定。当基于新数据的结构损伤指数偏离SBL回归参考模型预测的结构损伤指数时,将结构分类为损伤,并采用贝叶斯因子对损伤程度进行量化。此外,还详细研究了贝叶斯因子与共振频率变化率的关系。所提出的方法具有以下优点:(i)它是一种概率数据驱动方法,不需要结构的物理模型、激励/载荷信息;(ii)它属于结构损伤检测所需的无监督模型,可以在没有损伤状态监测数据的情况下仅使用健康状态监测数据来制定。采用斜拉桥现场监测数据验证了所提出方法的损伤检测和判别能力。最后,对基于SBL的方法进行了讨论,并确定了在SHM背景下与损伤检测过程相关的进一步挑战。
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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