In this work, a polygonal Reissner-Mindlin plate element is presented. The formulation is based on a scaled boundary finite element method, where in contrast to the original semi-analytical approach, linear shape functions are introduced for the parametrization of the scaling and the radial direction. This yields a fully discretized formulation, which enables the use of non-star-convex-polygonal elements with an arbitrary number of edges, simplifying the meshing process. To address the common effect of transverse shear locking for low-order Reissner-Mindlin elements in the thin-plate limit, an assumed natural strain approach for application on the polygonal scaled boundary finite elements is derived. Further, a two-field variational formulation is introduced to incorporate three-dimensional material laws. Here the plane stress assumptions are enforced on the weak formulation, facilitating the use of material models defined in three-dimensional continuum while considering the effect of Poisson's thickness locking. The effectiveness of the proposed formulation is demonstrated in various numerical examples.
翻译:本文提出了一种多边形Reissner-Mindlin板单元。该公式基于比例边界有限元法,与原始半解析方法不同,其在比例方向和径向参数化中引入了线性形函数。这产生了一种完全离散化的公式,使得能够使用具有任意边数的非星形凸多边形单元,从而简化了网格划分过程。为应对低阶Reissner-Mindlin单元在薄板极限下常见的横向剪切自锁效应,本文推导了一种适用于多边形比例边界有限元单元的假定自然应变方法。此外,引入了一种双场变分公式以纳入三维材料本构关系。其中,平面应力假设在弱形式中得以强制实施,便于使用在三维连续体中定义的材料模型,同时考虑泊松厚度自锁效应。通过多个数值算例验证了所提公式的有效性。