Article ID Journal Published Year Pages File Type
500526 Computer Methods in Applied Mechanics and Engineering 2006 11 Pages PDF
Abstract
This paper is concerned with the convergence of mortar methods applied to linear elasticity. We prove that the conventional mesh-dependent norms used in the analysis of mortar methods are bounded below by the BV norm. When combined with standard results, this bound establishes a decomposition-independent and mesh-independent proof of the convergence of mortar methods in linear elasticity.
Related Topics
Physical Sciences and Engineering Computer Science Computer Science Applications
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