A Family of Mixed Finite Elements for the Elasticity Problem.

Rolf Stenberg

Numerische Mathematik (1988)

  • Volume: 53, Issue: 5, page 513-538
  • ISSN: 0029-599X; 0945-3245/e

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Stenberg, Rolf. "A Family of Mixed Finite Elements for the Elasticity Problem.." Numerische Mathematik 53.5 (1988): 513-538. <http://eudml.org/doc/133289>.

@article{Stenberg1988,
author = {Stenberg, Rolf},
journal = {Numerische Mathematik},
keywords = {mixed finite element formulation; linear elasticity; displacement; unsymmetric stress tensor; Lagrange multiplier; three-dimensional mixed methods; optimal error estimates; postprocessing scheme},
number = {5},
pages = {513-538},
title = {A Family of Mixed Finite Elements for the Elasticity Problem.},
url = {http://eudml.org/doc/133289},
volume = {53},
year = {1988},
}

TY - JOUR
AU - Stenberg, Rolf
TI - A Family of Mixed Finite Elements for the Elasticity Problem.
JO - Numerische Mathematik
PY - 1988
VL - 53
IS - 5
SP - 513
EP - 538
KW - mixed finite element formulation; linear elasticity; displacement; unsymmetric stress tensor; Lagrange multiplier; three-dimensional mixed methods; optimal error estimates; postprocessing scheme
UR - http://eudml.org/doc/133289
ER -

Citations in EuDML Documents

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  1. Carolina Domínguez, Gabriel N. Gatica, Salim Meddahi, Ricardo Oyarzúa, A priori error analysis of a fully-mixed finite element method for a two-dimensional fluid-solid interaction problem
  2. Klaus Jürgen Bathe, Franco Brezzi, Stability of finite element mixed interpolations for contact problems
  3. Gabriel N. Gatica, Analysis of a new augmented mixed finite element method for linear elasticity allowing ℝ𝕋 0 - ℙ 1 - ℙ 0 approximations
  4. J. Baranger, D. Sandri, A formulation of Stokes's problem and the linear elasticity equations suggested by the Oldroyd model for viscoelastic flow
  5. Jason S. Howell, Noel J. Walkington, Dual-mixed finite element methods for the Navier-Stokes equations
  6. Z. Belhachmi, J.-M. Sac-Epée, S. Tahir, Locking-Free Finite Elements for Unilateral Crack Problems in Elasticity

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