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Fundamental-solution-based hybrid FEM for plane elasticity with special elements

机译:基于基本解决方案的混合有限元,用于特殊元素的平面弹性

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The present paper develops a new type of hybrid finite element model with regular and special fundamental solutions (also known as Green’s functions) as internal interpolation functions for analyzing plane elastic problems in structures weakened by circular holes. A variational functional used in the proposed model is first constructed, and then, the assumed intra-element displacement fields satisfying a priori the governing partial differential equations of the problem under consideration is constructed using a linear combination of fundamental solutions at a number of source points outside the element domain, as was done in the method of fundamental solutions. To ensure continuity of fields over inter-element boundaries, conventional shape functions are employed to construct the independent element frame displacement fields defined over the element boundary. The linkage of these two independent fields and the element stiffness equations in terms of nodal displacements are enforced by the minimization of the proposed variational functional. Special-purpose Green’s functions associated with circular holes are used to construct a special circular hole element to effectively handle stress concentration problems without complicated local mesh refinement or mesh regeneration around the hole. The practical efficiency of the proposed element model is assessed via several numerical examples.
机译:本文开发了一种新型的混合有限元模型,具有常规和特殊的基本解(也称为格林函数)作为内部插值函数,用于分析由圆孔削弱的结构中的平面弹性问题。首先构造在所提出的模型中使用的变分函数,然后,使用多个源点上的基本解的线性组合来构造满足先验条件的假定元素内位移场,该先验条件是所考虑问题的基本控制偏微分方程。在元素域之外,如基本解决方案中所做的那样。为了确保元素间边界上的场的连续性,常规形状函数用于构造在元素边界上定义的独立元素框架位移场。这两个独立领域的联系以及根据节点位移的单元刚度方程是通过最小化所提出的变分函数来实现的。与圆形孔关联的专用Green函数用于构造特殊的圆形孔元素,以有效处理应力集中问题,而无需复杂的局部网格细化或孔周围的网格再生。通过几个数值示例评估了所提出的元素模型的实际效率。

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