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Model-Based Heterogeneous Data Fusion for Reliable Force Estimation in Dynamic Structures under Uncertainties

机译:不确定条件下动态结构可靠力估计的基于模型的异构数据融合

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摘要

Direct measurements of external forces acting on a structure are infeasible in many cases. The Augmented Kalman Filter (AKF) has several attractive features that can be utilized to solve the inverse problem of identifying applied forces, as it requires the dynamic model and the measured responses of structure at only a few locations. But, the AKF intrinsically suffers from numerical instabilities when accelerations, which are the most common response measurements in structural dynamics, are the only measured responses. Although displacement measurements can be used to overcome the instability issue, the absolute displacement measurements are challenging and expensive for full-scale dynamic structures. In this paper, a reliable model-based data fusion approach to reconstruct dynamic forces applied to structures using heterogeneous structural measurements (i.e., strains and accelerations) in combination with AKF is investigated. The way of incorporating multi-sensor measurements in the AKF is formulated. Then the formulation is implemented and validated through numerical examples considering possible uncertainties in numerical modeling and sensor measurement. A planar truss example was chosen to clearly explain the formulation, while the method and formulation are applicable to other structures as well.
机译:在许多情况下,直接测量作用在结构上的外力是不可行的。增强卡尔曼滤波器(AKF)具有几个吸引人的功能,可用于解决识别作用力的反问题,因为它仅需要动态模型和结构在几个位置处的实测响应。但是,当加速度是结构动力学中最常见的响应度量,而加速度是唯一度量的响应时,AKF本质上会遭受数值不稳定性的困扰。尽管可以使用位移测量来克服不稳定性问题,但是绝对位移测量对于完整规模的动态结构而言既具有挑战性又昂贵。在本文中,研究了一种可靠的基于模型的数据融合方法,该方法利用AKF与异质结构测量(即应变和加速度)一起重建应用于结构的动态力。确定了在AKF中合并多传感器测量的方法。然后,通过考虑数值建模和传感器测量中可能存在的不确定性的数值示例,对公式进行实施和验证。选择了一个平面桁架示例来清楚地解释该公式,而该方法和公式也适用于其他结构。

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