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Model reduction and perturbation analysis of wave finite element formulations for computing the forced response of coupled elastic systems involving junctions with uncertain eigenfrequencies

机译:波动有限元公式的模型简化和摄动分析,用于计算涉及特征频率不确定的节点的耦合弹性系统的强迫响应

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摘要

The wave finite element method is investigated for computing the low- and mid-frequency forced response of coupled elastic systems involving straight structures with junctions. The relevance of the method is discussed when a component mode synthesis procedure is used for modeling the junctions. A norm-wise selection criterion is proposed so as to reduce efficiently the number of junction modes retained in the wave-based formulations. Component-wise perturbation bounds of the wave-based displacement/force solutions are also derived to address slight uncertainties for the junction eigenfrequencies. Numerical comparisons with standard finite element solutions as well as Monte Carlo simulations highlight the relevance of the formulation.
机译:研究了波浪有限元方法,用于计算包含带结的直线结构的耦合弹性系统的低频和中频强迫响应。当使用组件模式合成过程对结进行建模时,将讨论该方法的相关性。提出了一种规范选择准则,以便有效减少基于波的公式中保留的结模数。还推导了基于波的位移/力解的逐分量摄动边界,以解决交界特征频率的轻微不确定性。与标准有限元解决方案以及蒙特卡洛模拟的数值比较突出了该公式的相关性。

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