Computation of single eigenfrequencies and eigenfunctions of plate and shell structures using an \(h\)-adaptive FE method
From MaRDI portal
Publication:1015623
DOI10.1007/s00466-006-0089-yzbMath1166.74041OpenAlexW2090891736MaRDI QIDQ1015623
K. H. Schweizerhof, Jens Neumann
Publication date: 8 May 2009
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-006-0089-y
Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25) Junctions (74K30)
Related Items (1)
Cites Work
- On a stress resultant geometrically exact shell model. II: The linear theory; computational aspects
- A posteriori error estimation and mesh adaptation for finite element models in elasto-plasticity
- ERROR ESTIMATION OF EIGENFREQUENCIES FOR ELASTICITY AND SHELL PROBLEMS
- A Posteriori Error Estimates for the Finite Element Approximation of Eigenvalue Problems
- Superconvergence and Reduced Integration in the Finite Element Method
- The superconvergent patch recovery anda posteriori error estimates. Part 1: The recovery technique
- Optimal stress locations in finite element models
- Error Estimates for Adaptive Finite Element Computations
- Stochastic perturbation finite elements
- Adaptive mesh generation on arbitrarily curved shell structures
- COMBINATION OF ADAPTIVITY AND MESH SMOOTHING FOR THE FINITE ELEMENT ANALYSIS OF SHELLS WITH INTERSECTIONS
- A Posteriori and a Priori Error Analysis for Finite Element Approximations of Self-Adjoint Elliptic Eigenvalue Problems
- Each averaging technique yields reliable a posteriori error control in FEM on unstructured grids. Part I: Low order conforming, nonconforming, and mixed FEM
- A posteriori error control for finite element approximations of elliptic eigenvalue problems
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
This page was built for publication: Computation of single eigenfrequencies and eigenfunctions of plate and shell structures using an \(h\)-adaptive FE method