A polygonal Reissner–Mindlin plate element based on the scaled boundary finite element method
Abstract
Abstract 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.
Fields of Study & Subjects
Numerical methods in engineering
Composite Structure Analysis and Optimization
Composite Material Mechanics
Publication details
- Journal / source
- Computational Mechanics
- Publisher
- Springer Science and Business Media LLC
- Volume
- 77
- Issue
- 6
- Pages
- 2071–2095
- Publication date
- 8 January 2026
- Language
- EN