On the use of EAS solid‐shell formulations in the numerical simulation of incremental forming processes
From MaRDI portal
Publication:5406017
DOI10.1108/02644401111118150zbMath1284.74133OpenAlexW2012381693MaRDI QIDQ5406017
R. J. Alves de Sousa, J. I. V. Sena, Robertt A. F. Valente
Publication date: 4 April 2014
Published in: Engineering Computations (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1108/02644401111118150
Uses Software
Cites Work
- Model identification and FE simulations: effect of different yield loci and hardening laws in sheet forming
- On the use of a reduced enhanced solid-shell (RESS) element for sheet forming simulations
- Optimal solid shells for nonlinear analyses of multilayer composites. I: Statics.
- An enhanced strain 3D element for large deformation elastoplastic thin-shell applications
- On a physically stabilized one point finite element formulation for three-dimensional finite elasto-plasticity
- A new one-point quadrature enhanced assumed strain (EAS) solid-shell element with multiple integration points along thickness—part II: nonlinear applications
- A reduced integration solid-shell finite element based on the EAS and the ANS concept-Geometrically linear problems
- An improved assumed strain solid-shell element formulation with physical stabilization for geometric non-linear applications and elastic-plastic stability analysis
- Enhanced assumed strain (EAS) and assumed natural strain (ANS) methods for one-point quadrature solid-shell elements
- Generalization of selective integration procedures to anisotropic and nonlinear media
- Geometrically non-linear enhanced strain mixed methods and the method of incompatible modes
- Development of shear locking-free shell elements using an enhanced assumed strain formulation
- A new volumetric and shear locking‐free 3D enhanced strain element
- A class of mixed assumed strain methods and the method of incompatible modes
- Reduced integration technique in general analysis of plates and shells
- A new one-point quadrature enhanced assumed strain (EAS) solid-shell element with multiple integration points along thickness: Part I-geometrically linear applications