Corotational Formulation for Geometric Nonlinear Analysis of Shell Structures by ANDES Elements
From MaRDI portal
Publication:2972477
DOI10.1142/S021945541450103XzbMath1359.74302OpenAlexW2155148258MaRDI QIDQ2972477
No author found.
Publication date: 7 April 2017
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1142/s021945541450103x
shell structuresgeometric nonlinear analysiscorotational (CR) formulationnatural deviatoric strain element
Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30)
Cites Work
- Unnamed Item
- A unified formulation of small-strain corotational finite elements. I: Theory
- Membrane triangles with corner drilling freedoms. II: The ANDES element
- A study of optimal membrane triangles with drilling freedoms.
- On the choice of the linear element for corotational triangular shells
- GEOMETRIC NONLINEAR ANALYSIS OF CABLE STRUCTURES WITH A TWO-NODE CABLE ELEMENT BY GENERALIZED DISPLACEMENT CONTROL METHOD
- A study of three-node triangular plate bending elements
- From the individual element test to finite element templates: Evolution of the patch test
- A rapidly converging triangular plate element.
- On the choice of local element frame for corotational triangular shell elements