Abstract
In this paper, we introduce and analyze a local discontinuous Galerkin method for linear elasticity. A simple post-processing is introduced which takes advantage of the special structure of the method. It allows us to construct an approximation to the displacement which is H(div)-conforming and to enforce the equation that links the pressure to the divergence of the displacement strongly inside each element. As a consequence, when the material is exactly incompressible, the displacement is also exactly incompressible. This is achieved without having to deal with the almost impossible task of constructing finite dimensional subspaces of incompressible displacements. We provide an error analysis of the method that holds uniformly with respect to the Poisson ratio. In particular, we show that the displacement converges in L2 with order k + 1 when polynomials of degree k > 0 are used. We also display numerical experiments confirming that the theoretical orders of convergence are actually achieved and that they do not deteriorate when the material becomes incompressible.
Original language | English (US) |
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Pages (from-to) | 3184-3204 |
Number of pages | 21 |
Journal | Computer Methods in Applied Mechanics and Engineering |
Volume | 195 |
Issue number | 25-28 |
DOIs | |
State | Published - May 1 2006 |
Bibliographical note
Funding Information:The first author was supported in part by the National Science Foundation (Grant DMS-0411254) and by the University of Minnesota Supercomputing Institute. The second author was supported in part by the Natural Sciences and Engineering Council of Canada (NSERC).
Keywords
- Incompressible materials
- Linear elasticity
- Local discontinuous Galerkin methods