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

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 K as a new one K with additional vertices consisting of interior points on edges of K, so that the discrete admissible space is taken as the V1 type virtual element space related to the partition \K\ instead of \K\. The method is shown to be uniformly convergent with the optimal rates both in H1 and L2 norms with respect to the Lam\'e constant λ. Numerical tests are presented to illustrate the good performance of the proposed VEM and confirm the theoretical results.

0

Turn this paper into a full lesson

ArcXiv compiles a staged curriculum from this paper: 8-12 lessons across beginner → advanced, synthesised section guides, visuals, flashcards, a quiz, exercises, and on-demand deep dives per section. Grounded in the abstract, never invented.

Discussion (0)

Sign in to join the discussion.

Loading comments…