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Point Interpolation Meshless Method Based on Compactly Supported Radial Basis Functions

机译:基于紧支撑径向基函数的点插值无网格方法

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摘要

The local characteristic of compactly supported radial basis functions (RBFs), which makes the stiffness matrix of governing equations sparse and banded, is well adopted in meshless methods. However, its accuracy is not much high in interpolation. Interpolation functions in the point interpolation method (PIM) have delta function property which is convenient to implement essential boundary conditions. The limitation of the PIM is that the matrix may be singular. In order to improve the accuracy and avoid the limitation of PIM, this paper proposes a technique to modify the compactly supported RBFs based on the completeness. These modified compactly supported RBFs are used to construct interpolation functions, thus a compactly supported radial point interpolation method is obtained. With this modified PIM, the governing equations of two-dimensional elastic mechanics are discretized. This modification overcomes possible singularities associated with polynomial basis only. Furthermore, its shape functions have the property of delta function and the essential boundary conditions can be applied as easy as in conventional finite element method (FEM). In addition, the method is applied to two-dimensional static problems . A cantilever beam problem and an engineering problem are analyzed. The numerical results show that the proposed method is accurate, convenient and efficient.
机译:无网格方法很好地采用了紧支撑的径向基函数(RBF)的局部特征,该局部特征使得控制方程的刚度矩阵稀疏和有带。但是,其内插精度不高。点插值方法(PIM)中的插值函数具有增量函数属性,可方便地实现基本边界条件。 PIM的局限性在于矩阵可以是奇异的。为了提高精度,避免PIM的局限性,本文提出了一种基于完备性的,对紧凑支持的RBF进行修改的技术。这些经过修改的紧支撑的RBF用于构造插值函数,从而获得了紧支撑的径向点插值方法。通过这种改进的PIM,可以离散二维弹性力学的控制方程。此修改克服了仅与多项式基础相关的可能的奇点。此外,其形状函数具有增量函数的性质,并且可以像常规有限元方法(FEM)一样容易地应用基本边界条件。另外,该方法被应用于二维静态问题。分析了悬臂梁问题和工程问题。数值结果表明,该方法准确,方便,有效。

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