An edge-based smoothed triangle element for non-linear explicit dynamic analysis of shells
From MaRDI portal
Publication:416091
DOI10.1007/s00466-011-0582-9zbMath1398.74434OpenAlexW2080132504MaRDI QIDQ416091
Suzhen Wu, Guangyao Li, Gang Zheng, Xiang Yang Cui
Publication date: 9 May 2012
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-011-0582-9
ShellEdge-based smoothed triangular elementExplicit finite elementGradient smoothing techniqueNon-linear finite element
Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25) Membranes (74K15)
Related Items
An Extended Cell-Based Smoothed Three-Node Mindlin Plate Element (XCS-MIN3) for Free Vibration Analysis of Cracked FGM Plates, Smoothed finite element methods (S-FEM): an overview and recent developments
Cites Work
- Unnamed Item
- A smoothed finite element method for mechanics problems
- Computational inelasticity
- Three-node macro triangular shell element based on the assumed natural strains
- Nonlinear dynamic analysis of shells with the triangular element TRIC.
- A three-node \(C^0\) ANS element for geometrically nonlinear structural analysis.
- Physical stabilization of the 4-node shell element with one point quadrature
- A quadratic assumed natural strain curved triangular shell element
- Analysis of plates and shells using an edge-based smoothed finite element method
- Refined 15-DOF triangular discrete degenerated shell element with high performances
- A GENERALIZED GRADIENT SMOOTHING TECHNIQUE AND THE SMOOTHED BILINEAR FORM FOR GALERKIN FORMULATION OF A WIDE CLASS OF COMPUTATIONAL METHODS
- AC0 triangular plate element with one-point quadrature
- A flat triangular shell element with improved membrane interpolation
- A return mapping algorithm for plane stress elastoplasticity
- A study of three-node triangular plate bending elements
- Finite element formulations for large deformation dynamic analysis
- Large displacement, transient analysis of space frames
- A new hybrid-mixed variational approach for Reissner-Mindlin plates. The MiSP model
- Rotation-free triangular plate and shell elements
- Non‐linear explicit dynamic analysis of shells using the BST rotation‐free triangle
- A rapidly converging triangular plate element.
- A DKT shell element for dynamic large deformation analysis
