A polygonal Reissner–Mindlin plate element based on the scaled boundary finite element method

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.

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Publication Details

Journal
Computational Mechanics
Published
2026-01-08
DOI
https://doi.org/10.1007/s00466-025-02742-x
Primary Topic
Numerical methods in engineering
Type
article
Field-Weighted Citation Impact
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article

A polygonal Reissner–Mindlin plate element based on the scaled boundary finite element method

Sven Klinkel, Anna Hellers, Mathias Reichle
Computational Mechanics
Numerical methods in engineering
article

A polygonal Reissner–Mindlin plate element based on the scaled boundary finite element method

Sven Klinkel, Anna Hellers, Mathias Reichle
article en

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.

Computational Mechanics
RWTH Aachen University (DE)
Openalex Percentile: Top 96%
Numerical methods in engineering
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