李树忱, 李术才, 张京伟, 王兆清. 数值流形方法的数学推导及其应用[J]. 工程力学, 2007, 24(6): 36-042.
引用本文: 李树忱, 李术才, 张京伟, 王兆清. 数值流形方法的数学推导及其应用[J]. 工程力学, 2007, 24(6): 36-042.
LI Shu-chen, LI Shu-cai, ZHANG Jing-wei, WANG Zhao-Qing. NUMERICAL MANIFOLD METHOD FROM MATHEMATICAL THEORY AND ITS APPLICATION[J]. Engineering Mechanics, 2007, 24(6): 36-042.
Citation: LI Shu-chen, LI Shu-cai, ZHANG Jing-wei, WANG Zhao-Qing. NUMERICAL MANIFOLD METHOD FROM MATHEMATICAL THEORY AND ITS APPLICATION[J]. Engineering Mechanics, 2007, 24(6): 36-042.

数值流形方法的数学推导及其应用

NUMERICAL MANIFOLD METHOD FROM MATHEMATICAL THEORY AND ITS APPLICATION

  • 摘要: 以往的数值流形方法都是以最小势能原理或变分原理为基础来建立求解方程的。但在实际工程中科技人员所遇到的有些实际问题,其控制方程所对应的泛函往往是难以找到的,在这些情况下就无法应用变分方法来建立数值流形方法的求解方程,而必须寻找较为一般的方法来推导数值流形方法的求解方程。因此,研究了如何从加权残数法出发建立数值流形方法的求解方程。在此过程中,通过建立弹性力学方程的数值流形方法,可以看出,通过选取适当的权函数,该方法最终的求解方程将转化为以最小势能原理或以变分原理为基础的离散形式。为了说明方法的有效性,求解了岩石试件中含单裂隙双边受拉的问题,并给出了裂隙尖端的应力强度因子和应力场的变化关系。

     

    Abstract: The solving equations of numerical manifold method (NMM) used to be formulated by minimum potential energy principle. For many practical problems, it is difficult to find the functional of the governing equations, hence the minimum potential energy principle or the variational principle cannot be used to obtain the solving equations of the numerical manifold method. A general method to obtain the solving equations of NMM must be identified. Hence, in the paper, the solving equations of the numerical manifold method are derived by the method of weighted residuals (MWR). For elastic problems, the same solving equations of the numerical manifold method by the minimum potential energy principle or the variational principle can be obtained by the method of weighted residuals by choosing suitable weight functions. It is shown that WMR is the mathematical foundation of NMM. The proposed method is more general than the minimum potential energy principle in obtaining the solving equations of the numerical manifold method. At last, the validity and accuracy of the proposed NMM method are illustrated by a numerical example, the numerical results of which agree with the analytical ones. At the same time, variational rule of the stress and displacement fields at the tip of crack under tension is given.

     

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