IWSHM 2019: Perturbation-based Bayesian damage identification using responses at vibration nodes

被引:3
作者
Huang, Tianxiang [1 ,2 ]
Schroder, Kai-Uwe [2 ]
机构
[1] Nanjing Univ Aeronaut & Astronaut, Coll Civil Aviat, Jiangjun Ave 29, Nanjing 211106, Peoples R China
[2] Rhein Westfal TH Aachen, Inst Struct Mech & Lightweight Design, Aachen, Germany
来源
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL | 2021年 / 20卷 / 03期
关键词
Vibration; Bayesian framework; perturbation method; uncertainty; PROBABILISTIC APPROACH; MODEL; LOCALIZATION; FREQUENCY;
D O I
10.1177/1475921720985143
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
One important topic for structural health monitoring is to achieve accurate damage detection with a small number of noisy sensors and without the requirement of a high-fidelity finite element model. This article adopts the Bayesian probabilistic approach combined with a perturbation model using responses at a few vibration nodes for damage monitoring. First, the node displacement, or the response at vibration node, is adopted in this study for real-time damage assessment with a relatively small number of sensors. Then, the construction method of the node displacement response curves based on the perturbation model is proposed to replace the expensive finite element model. After that, a Bayesian framework integrated the node displacement measurement and the response curves are adopted to acquire the probability distribution of the damage parameter. In this article, the accuracy of the node displacement-based Bayesian framework with the perturbation method is evaluated. The proposed method is applied to a supporting structure of a sailplane under different noise levels.
引用
收藏
页码:942 / 959
页数:18
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