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An integrated real-time structural damage detection method based on extended Kalman filter and dynamic statistical process control

机译:基于扩展卡尔曼滤波和动态统计过程控制的结构实时综合损伤检测方法

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摘要

Real-time structural parameter identification and damage detection are of great significance for structural health monitoring systems. The extended Kalman filter has been implemented in many structural damage detection methods due to its capability to estimate structural parameters based on online measurement data. Current research assumes constant structural parameters and uses static statistical process control for damage detection. However, structural parameters are typically slow-changing due to variations such as environmental and operational effects. Hence, false alarms may easily be triggered when the data points falling outside of the static statistical process control range due to the environmental and operational effects. In order to overcome this problem, this article presents a novel real-time structural damage detection method by integrating extended Kalman filter and dynamic statistical process control. Based on historical measurements of damage-sensitive parameters in the state-space model, extended Kalman filter is used to provide real-time estimations of these parameters as well as standard derivations in each time step, which are then used to update the control limits for dynamic statistical process control to detect any abnormality in the selected parameters. The numerical validation is performed on both linear and nonlinear structures, considering different damage scenarios. The simulation results demonstrate high detection accuracy rate and light computational costs of the developed extended Kalman filter-dynamic statistical process control damage detection method and the potential for implementation in structural health monitoring systems for in-service civil structures.
机译:实时结构参数识别和损伤检测对结构健康监测系统具有重要意义。由于扩展卡尔曼滤波器能够基于在线测量数据估算结构参数,因此已在许多结构损伤检测方法中实现。当前的研究假设恒定的结构参数,并使用静态统计过程控制进行损伤检测。然而,由于诸如环境和操作影响的变化,结构参数通常变化缓慢。因此,当数据点由于环境和操作影响而落在静态统计过程控制范围之外时,很容易触发错误警报。为了克服这个问题,本文提出了一种新的实时结构损伤检测方法,将扩展的卡尔曼滤波器与动态统计过程控制相结合。基于状态空间模型中损伤敏感参数的历史测量值,扩展卡尔曼滤波器用于提供这些参数的实时估计以及每个时间步的标准推导,然后用于更新控制限值。动态统计过程控制,以检测所选参数中的任何异常。考虑到不同的损伤情况,对线性和非线性结构都进行了数值验证。仿真结果表明,所开发的扩展卡尔曼滤波-动态统计过程控制损伤检测方法具有较高的检测准确率和较低的计算成本,并具有在役民用建筑结构健康监测系统中实施的潜力。

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