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A high order cell-based smoothed finite element method using triangular and quadrilateral elements

机译:三角形元素基于高阶电池平滑有限元法

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摘要

This paper presents a novel high-order cell-based smoothed finite element method (CS-FEM) using 6 nodes triangular (T6) and 8 nodes quadrilateral (Q8) elements. In addition, high-order quadrilateral transition elements (Q5 and Q6) are also developed based on this method. In this method, the high order strain field in each smoothing domain is constructed using pick-out theory. And the strain field is represented by a complete polynomial. Both triangular and quadrilateral high order CS-FEM are formulated without the need to dividing the elements into smaller smoothing cells. Since there is no mapping and derivation in computation, so high-order CS-FEM has better adaptability to mesh distortion. The performance of high-order CS-FEM is examined in great detail, using a number of numerical examples. And it is found that CS-FEM results agrees with finite element method (FEM) counterpart. In addition, we found also that the edge-nodes of the high-order elements in a CS-FEM model can be quite freely placed, which is not possible in a standard high-order FEM model. All the high-order CS-FEM models are implemented through User-defined Element Library (UEL) in ABAQUS, which greatly improves work efficiency.
机译:本文介绍了一种新颖的高阶小区平滑有限元方法(CS-FEM),使用6个节点三角形(T6)和8个节点四边形(Q8)元件。此外,还基于该方法开发了高阶四边形过渡元件(Q5和Q6)。在该方法中,使用拾取理论构建每个平滑域中的高阶应变场。并且应变场由完全多项式表示。制定三角形和四边形高阶CS-FEM,无需将元素分成较小的平滑细胞。由于计算中没有映射和导出,因此高阶CS-FEM具有更好地适应网格失真。使用许多数值示例,非常详细地检查高阶CS-FEM的性能。结果发现,CS-FEM结果与有限元方法(FEM)对应相同。另外,我们还发现CS-FEM模型中的高阶元素的边缘节点可以非常自由地放置,这在标准的高阶FEM模型中是不可能的。所有高阶CS-FEM模型都通过ABAQU中的用户定义元素库(UEL)实现,这大大提高了工作效率。

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