A Locking-Free $P_0$ Finite Element Method for Linear Elasticity Equations on Polytopal Partitions

TL;DR

This paper introduces a simple, locking-free $P_0$ finite element method for linear elasticity on polytopal meshes, offering second-order accuracy, stability, and ease of implementation for complex geometries.

Contribution

It develops a novel $P_0$ finite element scheme based on boundary piecewise constants, simplifying implementation and ensuring stability on general polytopal partitions.

Findings

Second-order accuracy demonstrated in numerical tests

Method remains locking-free in nearly incompressible limit

Efficient for complex 2D and 3D geometries

Abstract

This article presents a $P_0$ finite element method for boundary value problems for linear elasticity equations. The new method makes use of piecewise constant approximating functions on the boundary of each polytopal element, and is devised by simplifying and modifying the weak Galerkin finite element method based on $P_1/P_0$ approximations for the displacement. This new scheme includes a tangential stability term on top of the simplified weak Galerkin to ensure the necessary stability due to the rigid motion. The new method involves a small number of unknowns on each element; it is user-friendly in computer implementation; and the element stiffness matrix can be easily computed for general polytopal elements. The numerical method is of second order accurate, locking-free in the nearly incompressible limit, ease polytopal partitions in practical computation. Error estimates in $H^1$, $L^2$, and some negative norms are established for the corresponding numerical displacement. Numerical results are reported for several 2D and 3D test problems, including the classical benchmark Cook's membrane problem in two dimensions as well as some three dimensional problems involving shear loaded phenomenon. The numerical results show clearly the simplicity, stability, accuracy, and the efficiency of the new method.