A Locking-Free Face-Based S-FEM via Averaging Nodal Pressure using 4-Nodes Tetrahedrons for 3D Explicit Dynamics and Quasi-statics
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Publication:4962533
DOI10.1142/S0219876218500433zbMath1404.74160OpenAlexW2769690633MaRDI QIDQ4962533
Zhi-Qian Zhang, X. Han, Guang-Jun Gao, Gui-Rong Liu, Chen Jiang
Publication date: 5 November 2018
Published in: International Journal of Computational Methods (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1142/s0219876218500433
large deformationadaptive dynamic relaxationface-based smoothed finite element methodnearly-incompressibleaverage nodal pressurelinear tetrahedron
Finite element methods applied to problems in solid mechanics (74S05) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30)
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Uses Software
Cites Work
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- An edge-based smoothed tetrahedron finite element method (ES-T-FEM) for 3D static and dynamic problems
- Temporal stabilization of the node-based smoothed finite element method and solution bound of linear elastostatics and vibration problems
- A smoothed finite element method for mechanics problems
- A stable finite element for the Stokes equations
- Adaptive dynamic relaxation algorithm for nonlinear hyperelastic structures. II: Single-processor implementation.
- Adaptive dynamic relaxation algorithm for nonlinear hyperelastic structures. I: Formulation.
- An edge-based/node-based selective smoothed finite element method using tetrahedrons for cardiovascular tissues
- A stable nodal integration method with strain gradient for static and dynamic analysis of solid mechanics
- On stability, convergence and accuracy of bES-FEM and bFS-FEM for nearly incompressible elasticity
- A temporal stable node-based smoothed finite element method for three-dimensional elasticity problems
- A novel alpha finite element method (\(\alpha \)FEM) for exact solution to mechanics problems using triangular and tetrahedral elements
- An averaged nodal deformation gradient linear tetrahedral element for large strain explicit dynamic applications
- Smoothed Point Interpolation Methods
- An edge-based smoothed finite element method for 3D analysis of solid mechanics problems
- Selective smoothed finite element methods for extremely large deformation of anisotropic incompressible bio-tissues
- Bubble-enhanced smoothed finite element formulation: a variational multi-scale approach for volume-constrained problems in two-dimensional linear elasticity
- Non-locking tetrahedral finite element for surgical simulation
- CBS-based stabilization in explicit solid dynamics
- A stabilized nodally integrated tetrahedral
- A face-based smoothed finite element method (FS-FEM) for 3D linear and geometrically non-linear solid mechanics problems using 4-node tetrahedral elements
- Theoretical aspects of the smoothed finite element method (SFEM)
- Triangles and tetrahedra in explicit dynamic codes for solids
- Node-based uniform strain elements for three-node triangular and four-node tetrahedral meshes
- F‐bar aided edge‐based smoothed finite element method using tetrahedral elements for finite deformation analysisof nearly incompressible solids
- A stabilized finite element method for the Stokes problem based on polynomial pressure projections
- Finite calculus formulation for incompressible solids using linear triangles and tetrahedra
- ON G SPACE THEORY
- A NORMED G SPACE AND WEAKENED WEAK (W2) FORMULATION OF A CELL-BASED SMOOTHED POINT INTERPOLATION METHOD
- A G space theory and a weakened weak (W2 ) form for a unified formulation of compatible and incompatible methods: Part I theory
- F‐bar‐based linear triangles and tetrahedra for finite strain analysis of nearly incompressible solids. Part I: formulation and benchmarking
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