Smart Materials and Structures · 2014 · 106 citations · 43 references
EngineeringAerospace EngineeringCivil EngineeringAerospace StructuresAircraft StructuresStructural EngineeringCondition MonitoringFault DetectionStructural Condition AssessmentStructural Health MonitoringStructural ReliabilityVibration AnalysisCrack GrowthCrack Growth MonitoringCrack MonitoringDamage DetectionGaussian Mixture ModelsGmm EstimationLoad-bearing StructureMixture Model
Structural health monitoring for aerospace structures has progressed from research to practical use, yet time‑varying operating conditions introduce uncertainties in sensor signal features that hinder reliable damage evaluation. This study proposes an online‑updating Gaussian Mixture Model–based method to improve damage evaluation reliability under such time‑varying conditions. The approach extracts Lamb‑wave signal variation indexes via PCA, constructs a baseline GMM from healthy‑state signals, and updates the GMM online using a moving feature sample set and inner‑probability structural reconstruction to track damage progression continuously. The method, which requires no physical damage or structural model, was validated on a real aircraft wing spar and proved effective for monitoring edge‑crack growth in bolt‑hole holes under varying bolt tightness.
Structural health monitoring technology for aerospace structures has gradually turned from fundamental research to practical implementations. However, real aerospace structures work under time-varying conditions that introduce uncertainties to signal features that are extracted from sensor signals, giving rise to difficulty in reliably evaluating the damage. This paper proposes an online updating Gaussian Mixture Model (GMM)-based damage evaluation method to improve damage evaluation reliability under time-varying conditions. In this method, Lambwave-signal variation indexes and principle component analysis (PCA) are adopted to obtain the signal features. A baseline GMM is constructed on the signal features acquired under timevarying conditions when the structure is in a healthy state. By adopting the online updating mechanism based on a moving feature sample set and inner probability structural reconstruction, the probability structures of the GMM can be updated over time with new monitoring signal features to track the damage progress online continuously under time-varying conditions. This method can be implemented without any physical model of damage or structure. A real aircraft wing spar, which is an important load-bearing structure of an aircraft, is adopted to validate the proposed method. The validation results show that the method is effective for edge crack growth monitoring of the wing spar bolts holes under the time-varying changes in the tightness degree of the bolts.
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Model-Based Gaussian and Non-Gaussian Clustering
Jeffrey D. Banfield, Adrian E. Raftery · Biometrics · 1993 · 2.4K citations
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