A Locking-Free Weak Galerkin Finite Element Method for Linear Elasticity Problems Based on a Reconstruction Operator

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Abstract

The weak Galerkin (WG) finite element method has shown great potential in solving various type of partial differential equations. In this paper, we propose an arbitrary order locking-free WG method for solving linear elasticity problems, with the help of an appropriate $H(div)$-conforming displacement reconstruction operator. Optimal order locking-free error estimates in both the $H^1$-norm and the $L^2$-norm are proved, i.e., the error is independent of the Lamé constant $\lambda$. Moreover, the term $\lambda \|\nabla \cdot \mathbf{u}\|_k$ does not need to be bounded in order to achieve these estimates. We validate the accuracy and the robustness of the proposed locking-free WG algorithm by numerical experiments.

Author Biographies

  • Fuchang Huo

    School of Mathematics, Jilin University, Changchun 130012, Jilin, China

  • Ruishu Wang

    School of Mathematics, Jilin University, Changchun 130012, Jilin, China

  • Yanqiu Wang

    School of Mathematical Sciences, Nanjing Normal University, Nanjing 210023, Jiangsu, China

    Jiangsu Key Laboratory for NSLSCS, Nanjing Normal University, Nanjing 210023, Jiangsu, China.

  • Ran Zhang

    School of Mathematics, Jilin University, Changchun 130012, Jilin, China

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DOI

10.4208/cicp.OA-2024-0155

How to Cite

A Locking-Free Weak Galerkin Finite Element Method for Linear Elasticity Problems Based on a Reconstruction Operator. (2026). Communications in Computational Physics, 40(1), 239-262. https://doi.org/10.4208/cicp.OA-2024-0155