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Development of a CAE system based on the node-by-node meshless method

机译:基于逐节点无网格方法的CAE系统的开发

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The authors propose a node-by-node meshless method (NBNM), which discretizes the weak-formed governing equations of continuum mechanics using only distributed nodal data. This method uses the following three core methodologies: (i) interpolation using the moving least squares method (MLSM) (ii) estimation of stiffness by nodal integration with stabilization terms, and (iii) a node-by-node iterative solver. This paper discusses the effect of the stabilization term introduced to the NBNM and examines the convergence of the NBNM approximation. An error indicator for NBNM analysis is proposed, and the development of a prototype CAE system based on this method is outlined. Moreover, results of two-dimensional plane stress analysis with adaptation are shown. In conclusion, this paper will show that the NBNM is capable of utilizing CAD data easily and performing effective adaptation an- alyses, and therefore may be used as a convenient CAE tool.
机译:作者提出了一种逐节点无网格方法(NBNM),该方法仅使用分布式节点数据离散化了连续体力学的弱形式控制方程。该方法使用以下三种核心方法:(i)使用移动最小二乘法(MLSM)进行插值(ii)通过带有稳定项的节点积分估算刚度,以及(iii)逐节点迭代求解器。本文讨论了引入NBNM的稳定项的影响,并检验了NBNM逼近的收敛性。提出了一种用于NBNM分析的错误指标,并概述了基于该方法的原型CAE系统的开发。而且,示出了具有自适应的二维平面应力分析的结果。总之,本文将说明NBNM能够轻松利用CAD数据并执行有效的自适应分析,因此可以用作便捷的CAE工具。

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