F-Bar Aided Edge-Based Smoothed Finite Element Method with 4-Node Tetrahedral Elements for Static Large Deformation Elastoplastic Problems
From MaRDI portal
Publication:4966708
DOI10.1142/S0219876218400108OpenAlexW2754572970MaRDI QIDQ4966708
Publication date: 27 June 2019
Published in: International Journal of Computational Methods (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1142/s0219876218400108
large deformationplasticityvolumetric lockingshear lockingsmoothed finite element methodpressure checkerboarding
Related Items (7)
Selective Cell-Based Smoothed Finite Element Method Using 10-Node Tetrahedral Element with Radial Element Subdivision ⋮ Improvement of Linear Tetrahedral Element Performance by Using Substructuring Method ⋮ A Stabilization Method of F-barES-FEM-T4 for Dynamic Explicit Analysis of Nearly Incompressible Materials ⋮ A unified-implementation of smoothed finite element method (UI-SFEM) for simulating biomechanical responses of multi-materials orthodontics ⋮ A Stochastic Galerkin Cell-based Smoothed Finite Element Method (SGCS–FEM) ⋮ A Concept of Cell-Based Smoothed Finite Element Method Using 10-Node Tetrahedral Elements (CS-FEM-T10) for Large Deformation Problems of Nearly Incompressible Solids ⋮ An ABAQUS Implementation of the Cell-Based Smoothed Finite Element Method (CS-FEM)
Uses Software
Cites Work
- Design of simple low order finite elements for large strain analysis of nearly incompressible solids
- A first order hyperbolic framework for large strain computational solid dynamics. I: Total Lagrangian isothermal elasticity
- On stability, convergence and accuracy of bES-FEM and bFS-FEM for nearly incompressible elasticity
- Implicit finite incompressible elastodynamics with linear finite elements: a stabilized method in rate form
- A first order hyperbolic framework for large strain computational solid dynamics. II: Total Lagrangian compressible, nearly incompressible and truly incompressible elasticity
- An edge-based smoothed finite element method for 3D analysis of solid mechanics problems
- A locking-free selective smoothed finite element method using tetrahedral and triangular elements with adaptive mesh rezoning for large deformation problems
- A simple, stable, and accurate linear tetrahedral finite element for transient, nearly, and fully incompressible solid dynamics: a dynamic variational multiscale approach
- A 10-node composite tetrahedral finite element for solid mechanics
- F‐bar aided edge‐based smoothed finite element method using tetrahedral elements for finite deformation analysisof nearly incompressible solids
- F‐bar‐based linear triangles and tetrahedra for finite strain analysis of nearly incompressible solids. Part I: formulation and benchmarking
- Meshfree Methods
This page was built for publication: F-Bar Aided Edge-Based Smoothed Finite Element Method with 4-Node Tetrahedral Elements for Static Large Deformation Elastoplastic Problems