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A multitype sensor placement method for the modal estimation of structure

机译:一种用于结构模态估计的多类型传感器放置方法

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In structural health monitoring, it is meaningful to comprehensively utilize accelerometers and strain gauges to obtain the modal information of a structure. In this paper, a modal estimation theory is proposed, in which the displacement modes of the locations without accelerometers can be estimated by the strain modes of selected strain gauge measurements. A two-stage sensor placement method, in which strain gauges are placed together with triaxial accelerometers to obtain more structural displacement mode information, is proposed. In stage one, the initial accelerometer locations are determined through the combined use of the modal assurance criterion and the redundancy information. Due to various practical factors, however, accelerometers cannot be placed at some of the initial accelerometer locations; the displacement mode information of these locations are still in need and the locations without accelerometers are defined as estimated locations. In stage two, the displacement modes of the estimated locations are estimated based on the strain modes of the strain gauge locations, and the quality of the estimation is seen as a criterion to guide the selection of the strain gauge locations. Instead of simply placing a strain gauge at the midpoint of each beam element, the influence of different candidate strain gauge positions on the estimation of displacement modes is also studied. Finally, the modal assurance criterion is utilized to evaluate the performance of the obtained multitype sensor placement. A bridge benchmark structure is used for a numerical investigation to demonstrate the effectiveness of the proposed multitype sensor placement method.
机译:在结构健康监测中,全面利用加速度计和应变仪来获取结构的模态信息是有意义的。本文提出了一种模态估计理论,其中可以通过选择应变仪测量的应变模式来估计不带加速度计的位置的位移模式。提出了一种两阶段传感器放置方法,其中应变仪与三轴加速度计一起放置以获得更多的结构位移模式信息。在第一阶段,通过模态保证标准和冗余信息的组合使用来确定加速度计的初始位置。但是,由于各种实际因素,不能将加速度计放置在某些初始加速度计位置上。这些位置的位移模式信息仍然需要,并且没有加速度计的位置被定义为估计位置。在第二阶段中,基于应变仪位置的应变模式来估计估计位置的位移模式,并且估计的质量被视为指导应变仪位置选择的标准。除了简单地将应变仪放置在每个梁单元的中点之外,还研究了不同候选应变仪位置对位移模式估计的影响。最后,模态保证标准用于评估获得的多类型传感器放置的性能。桥梁基准结构用于数值研究,以证明所提出的多类型传感器放置方法的有效性。

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