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Analysis of a \(\varvec{P}_1\oplus \varvec{RT}_0\) finite element method for linear elasticity with Dirichlet and mixed boundary conditions

  • Hongpeng Li,
  • Xu Li,
  • Hongxing Rui

摘要

In this paper, we investigate a low-order robust numerical method for the linear elasticity problem. The method is based on a Bernardi–Raugel-like \(\varvec{H}(\textrm{div})\) H ( div ) -conforming method proposed first for the Stokes flows in [Li and Rui, IMA J. Numer. Anal. 42 (2022) 3711–3734]. Therein, the lowest-order \(\varvec{H}(\textrm{div})\) H ( div ) -conforming Raviart–Thomas space ( \(\varvec{RT}_0\) RT 0 ) was added to the classical conforming \(\varvec{P}_1\times P_0\) P 1 × P 0 pair to meet the inf-sup condition, while preserving the divergence constraint and some important features of conforming methods. Due to the inf-sup stability of the \(\varvec{P}_1\oplus \varvec{RT}_0\times P_0\) P 1 RT 0 × P 0 pair, a locking-free elasticity discretization with respect to the Lamé constant \(\lambda \) λ can be naturally obtained. Moreover, our scheme is gradient-robust for the pure and homogeneous displacement boundary problem, that is, the discrete \(\varvec{H}^1\) H 1 -norm of the displacement is \(\mathcal {O}(\lambda ^{-1})\) O ( λ - 1 ) when the external body force is a gradient field. We also consider the mixed displacement and stress boundary problem, whose \(\varvec{P}_1\oplus \varvec{RT}_0\) P 1 RT 0 discretization should be carefully designed due to a consistency error arising from the \(\varvec{RT}_0\) RT 0 part. We propose both symmetric and nonsymmetric schemes to approximate the mixed boundary case. The optimal error estimates are derived for the energy norm and/or \(\varvec{L}^2\) L 2 -norm. Numerical experiments demonstrate the accuracy and robustness of our schemes.