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Finite-difference time-domain analysis of structure-borne sound using a plate model based on the Kirchhoff-Love plate theory

机译:基于基尔霍夫-洛夫板理论的板模型对结构声的时域有限差分分析

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References(22) Cited-By(2) A vibroacoustic numerical method employing an implicit finite-difference time-domain (FDTD) method, in which the target architecture is modeled as a composition of two-dimensional plate elements, is proposed in this paper. While structure-borne sound is a difficult phenomenon to predict owing to the complexity of the vibration mechanism on the building structure, wave-based numerical techniques may enable its accurate prediction by virtue of their flexibility from the viewpoint of modeling the object. However, with the current PC performance, prediction for a large-scale problem is still difficult. To solve such a problem, we model the target structure as a composition of plate elements to reduce the simulated field to two dimensions, in contrast to the discretization of the field into three-dimensional solid elements. This results in memorysaving and faster simulation. In this paper, the basic theory of vibroacoustic analysis for a model with plate elements is described, and the results of a case study for a box-type structure are discussed.
机译:参考文献(22)Cited-By(2)提出了一种采用隐式有限差分时域(FDTD)方法的振动声数值方法,该方法将目标体系结构建模为二维板状元素的组合。尽管由于建筑结构上振动机制的复杂性,固体声是很难预测的现象,但基于波的数值技术从建模对象的角度来看具有灵活性,因此可以准确预测。但是,利用当前的PC性能,仍然很难预测出大规模的问题。为了解决这个问题,我们将目标结构建模为板状元素的组成,以将模拟场缩小为二维,这与将场离散化为三维实体元素相反。这样可以节省内存并加快仿真速度。本文介绍了板单元模型的振动声分析的基本理论,并讨论了箱型结构的案例研究结果。

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