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Multi-type sensor placement and response reconstruction for structural health monitoring of long-span suspension bridges

机译:用于大跨度悬索桥结构健康监测的多类型传感器放置和响应重建

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摘要

This study is devoted to the experimental validation of the multi-type sensor placement and response reconstruction method for structural health monitoring of long-span suspension bridges. The method for multi-type sensor placement and response reconstruction is briefly described. A test bed, comprising of a physical model and an updated finite element (FE) model of a long-span suspension bridge is also concisely introduced. The proposed method is then applied to the test bed; the equation of motion of the test bed subject to ground motion, the objective function for sensor location optimization, the principles for mode selection and multi-type response reconstruction are established. A numerical study using the updated FE model is performed to select the sensor types, numbers, and locations. Subsequently, with the identified sensor locations and some practical considerations, fiber Bragg grating (FBG) sensors, laser displacement transducers, and accelerometers are installed on the physical bridge model. Finally, experimental investigations are conducted to validate the proposed method. The experimental results show that the reconstructed responses using the measured responses from the limited number of multi-type sensors agree well with the actual bridge responses. The proposed method is validated to be feasible and effective for the monitoring of structural behavior of long-span suspension bridges.
机译:这项研究致力于用于大跨度悬索桥结构健康监测的多类型传感器放置和响应重建方法的实验验证。简要描述了用于多种类型的传感器放置和响应重建的方法。还简要介绍了一个包含物理模型和大跨度悬索桥更新有限元(FE)模型的试验台。然后将提出的方法应用于测试台;建立了地面振动试验台的运动方程,优化传感器位置的目标函数,模式选择和多种响应重建的原理。使用更新的有限元模型进行数值研究,以选择传感器的类型,数量和位置。随后,在确定传感器位置和一些实际考虑的基础上,将光纤布拉格光栅(FBG)传感器,激光位移传感器和加速度计安装在物理桥模型上。最后,进行了实验研究以验证所提出的方法。实验结果表明,使用有限数量的多类型传感器的测量响应重建的响应与实际桥响应非常吻合。该方法对大跨度悬索桥结构行为的监测是可行和有效的。

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