Asynchronous Kalman filtering for dynamic response reconstruction by fusing multi-type sensor data with arbitrary sampling frequencies

被引:6
作者
Zhu, Zimo [1 ]
Zhu, Songye [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
关键词
Response reconstruction; Virtual sensing; Asynchronous Kalman filtering; Sensor data recovery; Smoothing; MINIMUM-VARIANCE INPUT; STATE ESTIMATION; DISPLACEMENT; SYSTEM; ACCELERATION; PLACEMENT; DESIGN;
D O I
10.1016/j.ymssp.2024.111395
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This study proposes a state-of-the-art asynchronous Kalman filtering (ASKF) technique for reconstructing the dynamic responses of multi-degree-of-freedom structures by fusing multi-type sensor data with arbitrary sampling frequencies. Response reconstruction technique, also known as state estimations or virtual sensing technique, has been gaining popularity in civil structural health monitoring (SHM). However, nearly all existing response reconstruction algorithms are designed with the assumption that all types of sensors work at the same sampling frequencies and sensor data are synchronized, which are often not satisfied in practical implementations. The proposed ASKF presents the first Kalman filter (KF)-based response reconstruction algorithm that directly performs the fusion of asynchronous sensor data sampled at arbitrary or even varying frequencies. The ASKF also enables the fusion and recovery of intermittent sensor data in the time domain. A new time vector is first formed by augmenting the observation time vectors of various sensor types. Then, different observation equations are defined and selected based on available observation data at each time step. Discretization is conducted at each time step, and simplification is made by truncating the Taylor polynomials. To improve the filter performance, the Rauch-Tung-Striebel smoothing procedure is applied in this presented ASKF algorithm. The effectiveness and robustness of the proposed algorithm have been verified through numerical and experimental studies of shear frames.
引用
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页数:21
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