Abstract

Structural Health Monitoring (SHM) technology is considered to be a key technology to reduce the maintenance cost and meanwhile ensure the operational safety of aircraft structures. It has gradually developed from theoretic and fundamental research to real-world engineering applications in recent decades. The problem of reliable damage monitoring under time-varying conditions is a main issue for the aerospace engineering applications of SHM technology. Among the existing SHM methods, Guided Wave (GW) and piezoelectric sensor-based SHM technique is a promising method due to its high damage sensitivity and long monitoring range. Nevertheless the reliability problem should be addressed. Several methods including environmental parameter compensation, baseline signal dependency reduction and data normalization, have been well studied but limitations remain. This paper proposes a damage propagation monitoring method based on an improved Gaussian Mixture Model (GMM). It can be used on-line without any structural mechanical model and a priori knowledge of damage and time-varying conditions. With this method, a baseline GMM is constructed first based on the GW features obtained under time-varying conditions when the structure under monitoring is in the healthy state. When a new GW feature is obtained during the on-line damage monitoring process, the GMM can be updated by an adaptive migration mechanism including dynamic learning and Gaussian components split-merge. The mixture probability distribution structure of the GMM and the number of Gaussian components can be optimized adaptively. Then an on-line GMM can be obtained. Finally, a best match based Kullback-Leibler (KL) divergence is studied to measure the migration degree between the baseline GMM and the on-line GMM to reveal the weak cumulative changes of the damage propagation mixed in the time-varying influence. A wing spar of an aircraft is used to validate the proposed method. The results indicate that the crack propagation under changing structural boundary conditions can be monitored reliably. The method is not limited by the properties of the structure, and thus it is feasible to be applied to composite structure.

Highlights

  • When a new Guided Wave (GW) feature is obtained during the on-line damage monitoring process, the Gaussian Mixture Model (GMM) can be updated by an adaptive migration mechanism including dynamic learning and Gaussian components split-merge

  • Structural Health Monitoring (SHM) system was proposed to be a key part of Prognosis and Health Management (PHM) system and Integrated Vehicle Health Management (IVHM) system to reduce the maintenance cost and ensure the operational safety of aircraft structures [1,2,3,4]

  • With sensitivity than the previous method. This is because that the KL-divergence is calculated by using this method, the baseline GMM is constructed only based on the traditional E-M method which the PDFs of the two GMMs directly in the previous study, in which, the mean and the covariance includes a large amount of iteration steps in Part 1, but the updating of the on-line GMM only depends on the adaptive migration mechanism

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Summary

Introduction

Structural Health Monitoring (SHM) system was proposed to be a key part of Prognosis and Health Management (PHM) system and Integrated Vehicle Health Management (IVHM) system to reduce the maintenance cost and ensure the operational safety of aircraft structures [1,2,3,4]. SHM technology has gradually developed from theoretic and fundamental research to aerospace engineering applications [5,6], in which, the problem of reliable damage monitoring under time-varying conditions has become one of the main obstacles for applying SHM technology to real aircraft structures [7,8,9]. Real aircraft structures usually serve under uncertain and non-linear time-varying conditions such as environmental conditions, operational conditions, structural boundary conditions and instant events, etc. A new SHM method should be developed to enhance the damage monitoring reliability of real aircraft structures under time-varying conditions

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