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

preprint2022arXivOpen access

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 Lamé constant λλ. Numerical tests are presented to illustrate the good performance of the proposed VEM and confirm the theoretical results.

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