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Free element collocation method: A new method combining advantages of finite element and mesh free methods

机译:自由单元配置方法:结合有限元和网格自由方法优点的新方法

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In this paper, a new numerical method, named as the Free Element Collocation Method (FECM), is proposed for solving general engineering problems governed by the second order partial differential equations (PDEs). The method belongs to the group of the collocation method, but the spatial partial derivatives of physical quantities are computed based on the isoparametric elements as used in FEM. The key point of the method is that the isoparametric elements used can be freely formed by the nodes around the collocation node. To achieve a narrow bandwidth of the final system of equations, elements with a central node are recommended. For this purpose, a new 21-node quadratic element for 3D problems is constructed for the first time. Attributed to the use of isoparametric elements, FECM can result in more stable results than the traditional collocation method. In addition, the elements can be freely formed by local nodes, FECM has the advantage of mesh-free methods to fit complicated geometries of engineering problems. A number of numerical examples of 2D and 3D thermal and mechanical problems are given to demonstrate the correctness and efficiency of the proposed method. (C) 2019 Elsevier Ltd. All rights reserved.
机译:为了解决由二阶偏微分方程(PDE)约束的一般工程问题,本文提出了一种新的数值方法,称为自由元素配置法(FECM)。该方法属于并置方法的组,但是物理量的空间偏导数是根据FEM中使用的等参元素来计算的。该方法的关键在于,所使用的等参元素可以由并置节点周围的节点自由形成。为了获得最终方程组的较窄带宽,建议使用带有中心节点的元素。为此,首次构造了一个新的21节点用于3D问题的二次元。由于使用了等参元素,因此与传统的并置方法相比,FECM可以产生更稳定的结果。此外,这些元素可以由本地节点自由形成,FECM具有无网格方法的优点,可以适合复杂的工程问题。给出了许多2D和3D热力学和力学问题的数值示例,以证明所提出方法的正确性和有效性。 (C)2019 Elsevier Ltd.保留所有权利。

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