Abstract

Evaluating dynamic loads in real time is crucial for health monitoring, fault diagnosis and fatigue analysis in aerospace, automotive and earthquake engineering among other vibration related applications. Developing such algorithms can be vital for several safety and performance functionalities. Therefore, over the past few years the identification of dynamic loads has attracted a lot of attention; however, little literature on the online identification can be found. In this paper, we propose an online-identification method of structural dynamic loads so that the dynamic load is evaluated in real time and while the system response is still being measured. This is achieved by significantly improving the identification efficiency while retaining a high accuracy. The proposed method which is based on Kalman filter, is introduced in detail for a finite as well as an infinite number of degrees of freedom. Starting from an initial guess of the state vector we evaluate the error covariance, which then helps to identify the value of the excitation force using a weighted least square method and minimizing the covariance unbiased estimation. This is repeated at certain time intervals i.e., time steps where the state vector is updated in real time as acceleration measurements are updated. The feasibility of the method is validated using numerical simulations and an experimental verification where a detailed LabVIEW (National Instruments Ltd.) implementation is provided.

Highlights

  • Dynamic load identification is a relatively wide area of research that covers a range of applications [1,2,3,4,5]

  • A major challenge in this regards is about moving the load identification process from offline to online computations so that the dynamic load is evaluated in real time and while the system response is still being measured

  • We focus on identifying the dynamic load in real time which we refer to as the online load identification

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Summary

Introduction

Dynamic load identification is a relatively wide area of research that covers a range of applications [1,2,3,4,5]. There are some advantages for these identification methods based on Kalman filter in some specific cases, compared to our proposed method, these different methods were only adopted for the discrete systems with few degrees of freedom, without considering the running of the loads in real application, and cannot reconstruct the external load in real time. We aim to estimate a dynamic load in the time domain by introducing an excitation identification step in Kalman filter. This step combines the time update and the measurement update steps to recover the external force in real time.

Problem Formulation
Online Force Identification Method
Infinite Number of Degrees of Freedom and Modal Truncation
Numerical Experiments
Multiple Impacts at Fixed Intervals
Multi-Frequency Sinusoidal Load
Experimental Validation
Constant Frequency Sinusoidal Load
Comparison with Newmark Method
Findings
Conclusions
Full Text
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