李 武, 姚文娟, 蔡永昌. Shepard基函数的无网格方法[J]. 工程力学, 2009, 26(4): 92-097.
引用本文: 李 武, 姚文娟, 蔡永昌. Shepard基函数的无网格方法[J]. 工程力学, 2009, 26(4): 92-097.
LI Wu, YAO Wen-juan, CAI Yong-chang. MESHLESS METHOD BASING ON SHEPARD FUNCTION[J]. Engineering Mechanics, 2009, 26(4): 92-097.
Citation: LI Wu, YAO Wen-juan, CAI Yong-chang. MESHLESS METHOD BASING ON SHEPARD FUNCTION[J]. Engineering Mechanics, 2009, 26(4): 92-097.

Shepard基函数的无网格方法

MESHLESS METHOD BASING ON SHEPARD FUNCTION

  • 摘要: 针对自然单元法现有的插值函数不能过点插值、边界上只能线性插值,应力-应变解答精度低、计算结果需要利用最小二乘法处理等缺点,该文引用了新的插值方法。采用Shepard形函数(0阶MLS形函数)作为基函数,借助泰勒多项式基的概念,把多项式高阶基函数构造出来,保持自然单元法的高阶连续性,使自然单元法具有过点插值的性质和在边界上能C∝ 插值特点,并提高了应力-应变解答精度,对于应力-应变结果也不需要再进行处理和修正,可以直接用高斯点插值得到。数值算例表明:该方法可以显著提高计算效率,并在精度和收敛性方面也有所改善。

     

    Abstract: The natural element method (NEM) has some disadvantages such as: the existing interpolation function can only be applied linearly on boundaries, the low precision of stress and strain results, and the least square method is required to generate the final results. Recognizing the above disadvantages, this paper develops a new interpolation method, which uses Shepard shape function (0 level MLS shape function) as basic function. The high-power basic function is constructed through Taylor expansion, thus the continuity of NEM is maintained. This method has features of interpolation through points and interpolation C∝ on boundaries. These merits improve the accuracy of stress and strain results, which can be obtained directly through interpolation at Gauss integral points. It is shown the new method can improve the efficiency and accuracy of calculation significantly.

     

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