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Fault Detection Algorithm based on Null-Space Analysis for On-Line Structural Health Monitoring

机译:基于无空空间分析的故障检测算法在线结构健康监测

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Early diagnosis of structural damages or machinery malfunctions allows to reduce the maintenance cost of systems and to increase their reliability and safety. This paper addresses the damage detection problem by statistical analysis on output-only measurements of structures. The developed method is based on subspace analysis of the Hankel matrices constructed by vibration measurement data. The column active subspace of the Hankel matrix defined by the first principal components is orthonormal to the column null-subspace defined by the remaining principal components. The residue in the orthonormality relation obtained from different data sets may be used to detect structural damages. It is illustrated that this null-space-based method constitutes an enhancement of the classical damage detection method based on principal component analysis (PCA). Several damage indicators are proposed to characterize the resulting residue matrices. The method is first illustrated on a a numerical example and then, it is applied to vibration fatigue testing of a street-lighting device. Because of its simplicity and efficiency, the proposed algorithm is expected to be suitable for continuous on-line health monitoring of structures in practical situations.
机译:早期诊断结构损坏或机械故障允许降低系统的维护成本,并提高其可靠性和安全性。本文通过统计分析解决了仅输出的结构测量来解决损伤检测问题。开发的方法基于由振动测量数据构造的Hankel矩阵的子空间分析。由第一个主组件定义的Hankel矩阵的列有源子空间是由剩余主组件定义的列为空的正处于正常状态。从不同数据集获得的正交性关系中的残余物可用于检测结构损坏。示出了基于空空间的方法构成了基于主成分分析(PCA)的经典损伤检测方法的增强。提出了几种损伤指示剂来表征所得残余基质。首先在一个数字示例下首先示出该方法,然后应用于街道照明装置的振动疲劳测试。由于其简单性和效率,预计所提出的算法适用于实际情况下的结构的连续在线健康监测。

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