Xiaoguang Wang, Peng Liang, Ming Ma, Zhenwei Zhou, Gang Wu, Shuai Song
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引用次数: 0
摘要
本文提出了一种基于优化传感器布置(OSP)的框架结构有限元(FE)模型更新和响应预测方法,该方法集成了传感器布置优化、模态扩展和模型更新技术。首先,在螺栓连接的实验室框架结构上进行了传感器优化布局和模态测试分析。协方差驱动随机子空间识别(SSI-COV)方法可识别真实世界结构的固有频率、模态阻尼和模态振型。其次,利用有限传感器测量到的不完整模态数据扩展完整的模态振型。第三,建立基于频率和模态振型的多目标函数,以调整 FE 模型的参数。这可确保更新后的模型在特定频率范围内准确地反映实际结构的动态特性。最后,对框架结构的瑞利阻尼进行估计,并组装阻尼矩阵,以提高更新模型的动态响应预测精度。通过将考虑和不考虑更新阻尼效应的更新 FE 模型的响应预测结果与实际结构的测量数据进行比较,证明所提出的考虑更新阻尼效应的方法能更有效地预测结构响应。
Finite element model updating and response prediction of a frame structure based on optimal sensor placement
This paper proposes an approach for finite element (FE) model updating and response prediction of frame structures based on optimal sensor placement (OSP), which integrates sensor placement optimization, mode expansion, and model updating techniques. Firstly, sensor optimization layout and modal testing analysis are conducted on a bolted laboratory frame structure. The covariance-driven stochastic subspace identification (SSI-COV) method identifies the real-world structure’s natural frequencies, modal damping, and mode shapes. Secondly, the complete mode shapes are expanded using the measured incomplete modal data from the limited number of sensors. Thirdly, a multi-objective function based on frequency and mode shapes is established to adjust the parameters of the FE model. This ensures that the updated model accurately represents the dynamic properties of the actual structure within a specific frequency range. Finally, the Rayleigh damping of the frame structure is estimated, and the damping matrix is assembled to enhance the accuracy of dynamic response prediction in the updated model. By comparing the response prediction results of the updated FE model with and without considering the updated damping effects to the measurement data of the real-world structure, it is demonstrated that the proposed method considering updated damping effects can more effectively predict the structural response.