Full-field structural monitoring using event cameras and physics-informed sparse identification

被引:19
|
作者
Lai, Zhilu [1 ]
Alzugaray, Ignacio [2 ]
Chli, Margarita [2 ]
Chatzi, Eleni [1 ]
机构
[1] Swiss Fed Inst Technol, Dept Civil Environm & Geomat Engn, Inst Struct Engn, Chair Struct Mech & Monitoring, Zurich, Switzerland
[2] Swiss Fed Inst Technol, Dept Mech & Proc Engn, Vis Robot Lab, Inst Robot & Intelligent Syst, Zurich, Switzerland
基金
欧洲研究理事会;
关键词
Vision-based monitoring; Physics-informed data science; Boundary condition learning; Event camera; Strain estimation; Structural health monitoring; BLIND IDENTIFICATION; MOTION ESTIMATION; DAMAGE DETECTION; VIBRATION MODES; VISION; SYSTEMS; DISCOVERY; SENSOR; PIXEL;
D O I
10.1016/j.ymssp.2020.106905
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper exploits a new direction of full-field structural monitoring and vibration analysis, using an emerging type of neuro-inspired vision sensors - namely event cameras. Compared to traditional frame-based cameras, event cameras offer salient benefits of resilience to motion blur, high dynamic range, and microsecond latency. Event cameras are herein exploited for structural monitoring, in order to extract dense measurements of structural response in terms of both spatial and temporal resolution. The output of an event camera is a stream of so called "events", which is different to traditional snapshots. Due to this fundamentally different working principle, basic computer vision algorithms, such as optical flow or feature tracking, should be re-designed for processing event-based measurements. In this work, we present a novel framework termed physics-informed sparse identification, for full-field structural vibration tracking and analysis. The framework leverages sparse identification guided by assimilation of the underlying structural dynamics in the assembly of a library matrix, which is used to characterize the system's dynamics. The stream of event data generated from event cameras is sparsely represented by means of well-chosen basis functions, allowing for a physical interpretation of the system's response. The proposed framework is extended to boundary condition learning/classification by fusion of characteristic basis functions, representing different classes of support conditions, into the library matrix. The results obtained by means of an illustrative numerical example, as well as experimental tests on vibrating beams recorded by an event camera demonstrate an accurate tracking of structural vibration and the developed strains, in the form of full-field measurements rather than point-wise tracking. What is more, the proposed sparse learning process enables identification of the boundary conditions of monitored structural elements, which comes with key benefits for structural monitoring. (C) 2020 Elsevier Ltd. All rights reserved.
引用
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页数:29
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