Error through the constitutive relation for beam and \(C^0\) plate finite elements: Static and vibration analyses
From MaRDI portal
Publication:1818481
DOI10.1016/S0045-7825(98)00331-4zbMath0970.74070MaRDI QIDQ1818481
Publication date: 16 October 2001
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
beameigenvectorplatenormal mode analysisvibration analysisstatic analysisgeneralized strainadmissible stress resultant fielderror through constitutive relation
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05)
Related Items (3)
Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ Error estimates and adaptive finite element methods ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)
Cites Work
- Unnamed Item
- Unnamed Item
- The superconvergent patch recovery (SPR) and adaptive finite element refinement
- An automatic procedure with a control of accuracy for finite element analysis in 2D elasticity
- An equilibrium stress field model for finite element solutions of two- dimensional elastostatic problems
- Comportement élastoplastique anisotrope pour l'analyse numérique des coques minces en grandes transformations
- Superconvergent patch recovery techniques - some further tests
- AC0 triangular plate element with one-point quadrature
- Accuracy in finite element computation for eigenfrequencies
- Error Estimate Procedure in the Finite Element Method and Applications
- A simple error estimator and adaptive procedure for practical engineerng analysis
- The superconvergent patch recovery anda posteriori error estimates. Part 1: The recovery technique
- A‐posteriori error estimates for the finite element method
- Error Estimates for Adaptive Finite Element Computations
- Analyses éléments finis adaptatives pour les structures tridimensionnelles en élasticité
- Patch recovery based on superconvergent derivatives and equilibrium
- Some remarks on Zienkiewicz‐Zhu estimator
- A C0 three‐node shell element for non‐linear structural analysis
- Computation of thin structures at large strains and large rotations using a simple C0 isoparametric three-node shell element
- ERROR ESTIMATION AND ADAPTIVITY IN ELASTOPLASTICITY
This page was built for publication: Error through the constitutive relation for beam and \(C^0\) plate finite elements: Static and vibration analyses
