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A New Combined Scheme of Discrete Element Method and Meshless Method for Numerical Simulation of Continuum/Discontinuum Transformation

机译:离散/无网格方法的连续/非连续变换数值模拟新组合方案

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摘要

In the present paper, a combined scheme of discrete element method (DEM) and meshless method for numerical simulation of impact problems is proposed. Based on the basic principle of continuum mechanics, an axisymmetric DEM framework is established for modeling the elastoplastic behavior of solid materials. Failure criteria are introduced to model the transformation from a continuum to a discontinuum. The friction force between contact elements is also considered after the failure appears. So our scheme can calculate not only the behavior of continuum and discontinuum, but also the transformation process from a continuum to a discontinuum. In addition, a meshless interpolation method is adopted to calculate the strain tensor, which is a non-local data fitting algorithm, and certain strain and stress measures are defined. Numerical simulations are carried out to validate our scheme. The numerical results agree well with those obtained by the finite element method (FEM) and the corresponding experiment respectively, which proves the feasibility and reliability of our computational scheme for analyzing the impact problems.
机译:提出了一种离散元法和无网格法相结合的冲击问题数值模拟方案。基于连续力学的基本原理,建立了一个轴对称的DEM框架,用于对固体材料的弹塑性行为进行建模。引入故障准则以对从连续体到不连续体的转换建模。出现故障后,还要考虑接触元件之间的摩擦力。因此,我们的方案不仅可以计算连续体和不连续体的行为,还可以计算从连续体到不连续体的转化过程。另外,采用无网格插值法计算应变张量,这是一种非局部数据拟合算法,并定义了某些应变和应力措施。进行了数值模拟以验证我们的方案。数值结果分别与有限元法(FEM)和相应的实验结果吻合良好,证明了我们的计算方案用于分析冲击问题的可行性和可靠性。

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