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Special elements for discontinuous concentrated forces in plane elastic solids

机译:平面弹性固体中不连续集中力的特殊元素

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Emphasis in the paper is placed on the treatment of discontinuous concentrated forces applied in the two-dimensional elastic solids by special elements constructed in the context of hybrid finite element method, in which two independent fields are respectively assumed inside the element or along the element boundary. According to the physical definitions of fundamental solutions, the element interior homogeneous and particular displacement and stress solutions are separately approximated by the combination of fundamental solutions to give true representation of local effect caused by point loads, while the element boundary displacement solutions are approximated by the conventional shape functions. The stationary condition of the hybrid functional produces the relationship of these two fields and the element stiffness equation. The advantage of special elements established is that a large element independent of location of discontinuous point loads can be used to avoid the requirement of mesh refinement in the vicinity of the area with local concentrated loads. Finally, numerical experiment is carried out to verify the present special elements and investigate the effectiveness of them in aspect of mesh reduction.
机译:本文的重点是处理在混合有限元方法的上下文中构造的特殊单元对二维弹性固体施加的不连续集中力的处理,其中在单元内部或沿单元边界分别假设两个独立的场。根据基本解的物理定义,通过基本解的组合分别近似计算单元内部的均匀性和特定的位移及应力解,以真实表示点载荷引起的局部效应,而通过边界近似求单元边界位移解。常规形状函数。混合函数的平稳条件产生了这两个场与单元刚度方程的关系。建立的特殊单元的优点在于,可以使用独立于不连续点载荷位置的大型单元,以避免在局部集中载荷区域附近进行网格细化的要求。最后,通过数值实验验证了现有的特殊单元,并从网格减少的角度研究了它们的有效性。

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