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Optimal Sensor Placement Algorithm for Structural Damage Identification

机译:结构损伤识别最优传感器放置算法

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摘要

Background: Structural damage identification is a very important subject in the field ofcivil, mechanical and aerospace engineering according to recent patents. Optimal sensor placementis one of the key problems to be solved in structural damage identification.Methods: This paper presents a simple and convenient algorithm for optimizing sensor locations forstructural damage identification. Unlike other algorithms found in the published papers, the optimizationprocedure of sensor placement is divided into two stages. The first stage is to determine thekey parts in the whole structure by their contribution to the global flexibility perturbation. Thesecond stage is to place sensors on the nodes associated with those key parts for monitoring possibledamage more efficiently. With the sensor locations determined by the proposed optimizationprocess, structural damage can be readily identified by using the incomplete modes yielded fromthese optimized sensor measurements. In addition, an Improved Ridge Estimate (IRE) technique isproposed in this study to effectively resist the data errors due to modal truncation and measurementnoise. Two truss structures and a frame structure are used as examples to demonstrate the feasibilityand efficiency of the presented algorithm.Results: From the numerical results, structural damages can be successfully detected by the proposedmethod using the partial modes yielded by the optimal measurement with 5% noise level.Conclusion: It has been shown that the proposed method is simple to implement and effective forstructural damage identification.
机译:背景:结构损伤识别是根据最近专利的基础,机械和航空航天工程领域的一个非常重要的主题。最佳传感器展示结构损伤识别中要解决的关键问题之一。方法:本文提出了一种简单方便的算法,用于优化传感器位置造成损伤识别。与发布论文中的其他算法不同,传感器放置的优化程序分为两个阶段。第一阶段是通过他们对全球灵活性扰动的贡献来确定整个结构中的特色部分。第二阶段是将传感器放在与这些关键部件相关联的节点上,以更有效地监控PossiBledAmage。利用由所提出的优化过程确定的传感器位置,通过使用从这些优化的传感器测量的不完整模式可以容易地识别结构损坏。此外,在本研究中缺乏改进的脊估计(IRE)技术,以有效地抵抗由于模态截断和测量管理而导致的数据误差。两个桁架结构和帧结构用作示例,以证明所提出的算法的可行性和效率。结果:从数值结果,可以使用由5%噪声的最佳测量产生的部分模式来成功检测结构损坏等级。结论:已经表明,该方法易于实施和有效的结构损伤识别。

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