A four-node shell element with enhanced bending performance for springback analysis
From MaRDI portal
Publication:704431
DOI10.1016/j.cma.2004.01.031zbMath1067.74583OpenAlexW1994231374MaRDI QIDQ704431
Publication date: 13 January 2005
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.cma.2004.01.031
Related Items (1)
Uses Software
Cites Work
- On drilling degrees of freedom
- Explicit algorithms for the nonlinear dynamics of shells
- Nonlinear finite element analysis of shells. I. Three-dimensional shells
- Advances in one-point quadrature shell elements
- A new one-point quadrature, quadrilateral shell element with drilling degrees of freedom
- On locking-free shear deformable beam finite elements
- Physical stabilization of the 4-node shell element with one point quadrature
- Stress resultant geometrically nonlinear shell theory with drilling rotations. I: A consistent formulation
- Stress resultant geometrically nonlinear shell theory with drilling rotations. II: Computational aspects
- A modified method of incompatible modes
- A compatible triangular element including vertex rotations for plane elasticity analysis
- A quadrilateral finite element including vertex rotations for plane elasticity analysis
- The use of projectors to improve finite element performance
- Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element
- A simple quadrilateral shell element
- An improved two-node timoshenko beam finite element
This page was built for publication: A four-node shell element with enhanced bending performance for springback analysis