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A novel locking-free virtual element method for linear elasticity problems

Numerical Analysis 2022-01-13 v3 Numerical Analysis

Abstract

This paper devises a novel lowest-order conforming virtual element method (VEM) for planar linear elasticity with the pure displacement/traction boundary condition. The main trick is to view a generic polygon KK as a new one K~\widetilde{K} with additional vertices consisting of interior points on edges of KK, so that the discrete admissible space is taken as the V1V_1 type virtual element space related to the partition {K~}\{\widetilde{K}\} instead of {K}\{K\}. The method is shown to be uniformly convergent with the optimal rates both in H1H^1 and L2L^2 norms with respect to the Lam\'{e} constant λ\lambda. Numerical tests are presented to illustrate the good performance of the proposed VEM and confirm the theoretical results.

Keywords

Cite

@article{arxiv.2112.13848,
  title  = {A novel locking-free virtual element method for linear elasticity problems},
  author = {Jianguo Huang and Sen Lin and Yue Yu},
  journal= {arXiv preprint arXiv:2112.13848},
  year   = {2022}
}

Comments

locking-free vem

R2 v1 2026-06-24T08:32:59.280Z