é n ám. 25, 118 00 Praha 1, Czech Republic M ária Luk áč ov á-Medvid'ov á
Finite volumes and mixed Petrov-Galerkin finite elements: The unidimensional problem
✍ Scribed by François Dubois
- Publisher
- John Wiley and Sons
- Year
- 2000
- Tongue
- English
- Weight
- 446 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0749-159X
No coin nor oath required. For personal study only.
✦ Synopsis
For Laplace operator in one space dimension, we propose to formulate the heuristic finite volume method with the help of mixed Petrov-Galerkin finite elements. Weighting functions for gradient discretization are parameterized by some function ψ : [0, 1] → R. We propose for this function ψ a compatibility interpolation condition, and we prove that such a condition is equivalent to the inf-sup property when studying stability of the numerical scheme. In the case of stable scheme and under two distinct hypotheses concerning the regularity of the solution, we demonstrate convergence of the finite volume method in appropriate Hilbert spaces and with optimal order of accuracy.
📜 SIMILAR VOLUMES
This article is a continuation of the work [M. Feistauer et al., Num Methods PDEs 13 (1997), 163-190] devoted to the convergence analysis of an efficient numerical method for the solution of an initial-boundary value problem for a scalar nonlinear conservation law equation with a diffusion term. Non
We present the development of a two-dimensional Mixed-Hybrid Finite Element (MHFE) model for the solution of the non-linear equation of variably saturated ow in groundwater on unstructured triangular meshes. By this approach the Darcy velocity is approximated using lowest-order Raviart-Thomas (RT0)
The quasi-static and dynamic responses of a linear viscoelastic Timoshenko beam on Winkler foundation are studied numerically by using the hybrid Laplace-Carson and finite element method. In this analysis the field equation for viscoelastic material is used. In the transformed Laplace-Carson space t
In a previous paper a modified Hu-Washizu variational formulation has been used to derive an accurate four node plane strain/stress finite element denoted QE2. For the mixed element QE2 two enhanced strain terms are used and the assumed stresses satisfy the equilibrium equations a priori for the lin