English

A Locking-Free Weak Galerkin Finite Element Method for Linear Elasticity Problems

Numerical Analysis 2023-09-12 v1 Numerical Analysis

Abstract

In this paper, we introduce and analyze a lowest-order locking-free weak Galerkin (WG) finite element scheme for the grad-div formulation of linear elasticity problems. The scheme uses linear functions in the interior of mesh elements and constants on edges (2D) or faces (3D), respectively, to approximate the displacement. An H(div)H(div)-conforming displacement reconstruction operator is employed to modify test functions in the right-hand side of the discrete form, in order to eliminate the dependence of the LameˊLam\acute{e} parameter λ\lambda in error estimates, i.e., making the scheme locking-free. The method works without requiring λu1\lambda \|\nabla\cdot \mathbf{u}\|_1 to be bounded. We prove optimal error estimates, independent of λ\lambda, in both the H1H^1-norm and the L2L^2-norm. Numerical experiments validate that the method is effective and locking-free.

Keywords

Cite

@article{arxiv.2309.05255,
  title  = {A Locking-Free Weak Galerkin Finite Element Method for Linear Elasticity Problems},
  author = {Fuchang Huo and Ruishu Wang and Yanqiu Wang and Ran Zhang},
  journal= {arXiv preprint arXiv:2309.05255},
  year   = {2023}
}
R2 v1 2026-06-28T12:17:42.478Z