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Inverse identification of time-harmonic loads acting on thin plates using approximated Green's functions

机译:使用近似格林函数逆识别作用在薄板上的时谐载荷

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摘要

In this paper, a non-iterative technique is proposed for the transverse load identification on Kirchhoff plates using approximate Green's functions (AGFs). In this way, we firstly employ the recently introduced meshless method to construct the AGFs, as the combination of a series of Trefftz basis, i.e. Exponential basis functions (EBFs), and the fundamental solutions of the governing equation. As will be explained, using a proper set of EBFs, as well as a collocation technique, enables us to construct the AGFs for different types of domain shape and boundary conditions. In the second step, a set of artificially generated results, in the absence of realistic experimental results, are used to express the plate's response field, i.e. deflection or velocity fields, as a series of AGFs through a collocation technique. It will be shown how the constant coefficients of the response series are related to the intensity of the reconstructed force at a set of selected points. The proposed method is capable of constructing both distributed and concentrated loads with desirable accuracy. This ability is shown in the solution of three sample problems of the static and time-harmonic force recovery.
机译:在本文中,提出了一种非迭代技术,用于使用近似格林函数(AGF)识别Kirchhoff板上的横向载荷。这样,我们首先采用最近引入的无网格方法来构造AGF,这是一系列Trefftz基(即指数基函数(EBF))和控制方程的基本解的组合。如将要解释的,使用适当的EBF集以及搭配技术可使我们针对不同类型的域形状和边界条件构造AGF。在第二步中,在没有实际实验结果的情况下,一组人工生成的结果用于通过配置技术将板的响应场(即偏转场或速度场)表达为一系列AGF。将显示响应序列的常数系数如何与一组选定点处的重构力的强度相关。所提出的方法能够以期望的精度构造分布式载荷和集中载荷。解决静态和时谐波力恢复的三个示例问题时显示了此功能。

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