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Numerical implementation of local effects due to two-dimensional discontinuous loads using special elements based on boundary integrals

机译:使用基于边界积分的特殊元素对二维不连续载荷引起的局部效应进行数值计算

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摘要

In this paper, special-purpose elements are developed for solving local effects caused by discontinuous loads such as concentrated forces, line loads and patch loads applied in plane elastic structures. During the derivation of the special-purpose elements, the interior displacement and stress fields are composed of two parts: (1) the homogeneous solution part, which is represented by a linear combination of fundamental solutions at a number of source points outside the element domain; and (2) the particular load-dependent part, which is analytically represented by suitable local solutions. Meanwhile the independent frame displacements defined over the element boundary are approximated by conventional shape functions. The linkage between the two independent fields is established through use of a newly constructed hybrid variational functional, in which discontinuous loads are treated as generalized body forces. Using the property of delta function, the domain integral associated with discontinuous loads in the variational functional can be removed. The advantage of such special-purpose elements is that a large element, independent of the location of discontinuous loads, can be used to avoid the requirement of mesh refinement in the vicinity of the area with local loads. Numerical experiments are carried out to verify the special-purpose elements and to investigate their effectiveness in terms of mesh reduction and accuracy.
机译:在本文中,开发了专用单元来解决由不连续载荷(例如集中力,线载荷和平面弹性结构中施加的贴片载荷)引起的局部效应。在推导专用单元的过程中,内部位移场和应力场由两部分组成:(1)均匀解部分,由单元域外部多个源点上基本解的线性组合表示; (2)特定于负荷的部分,通过适当的局部解来解析表示。同时,在元素边界上定义的独立框架位移可以通过常规形状函数来近似。这两个独立领域之间的联系是通过使用新构建的混合变分函数建立的,其中不连续载荷被视为广义体力。利用增量函数的性质,可以去除与变分函数中的不连续载荷相关的域积分。这样的专用元件的优点是,可以使用大的元件,而与不连续载荷的位置无关,可以避免在局部载荷区域附近进行网格细化的要求。进行了数值实验,以验证专用元件并研究其在网格减少和精度方面的有效性。

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