A finite element method based on C 0-continuous assumed gradients
From MaRDI portal
Publication:2880270
DOI10.1002/nme.3082zbMath1235.74322OpenAlexW1998186948MaRDI QIDQ2880270
Sebastian Wolff, Christian Bucher
Publication date: 12 April 2012
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.3082
Related Items (6)
Enhanced nodal gradient finite elements with new numerical integration schemes for 2D and 3D geometrically nonlinear analysis ⋮ Stabilized tetrahedral elements for crystal plasticity finite element analysis overcoming volumetric locking ⋮ An edge-based smoothed finite element method for 3D analysis of solid mechanics problems ⋮ An imbricate finite element method (I-FEM) using full, reduced, and smoothed integration ⋮ Asynchronous variational integration using continuous assumed gradient elements ⋮ Distance fields on unstructured grids: stable interpolation, assumed gradients, collision detection and gap function
Cites Work
- Unnamed Item
- Unnamed Item
- Temporal stabilization of the node-based smoothed finite element method and solution bound of linear elastostatics and vibration problems
- A point interpolation method with least square strain field (PIM-LSS) for solution bounds and ultra-accurate solutions using triangular mesh
- An edge-based smoothed finite element method (ES-FEM) for analyzing three-dimensional acoustic problems
- Variational and projection methods for the volume constraint in finite deformation elasto-plasticity
- A smoothed finite element method for plate analysis
- A smoothed finite element method for mechanics problems
- A novel Galerkin-like weakform and a superconvergent alpha finite element method (S\(\alpha \)FEM) for mechanics problems using triangular meshes
- Hourglass control in linear and nonlinear problems
- Nodal integration of the element-free Galerkin method
- Design of simple low order finite elements for large strain analysis of nearly incompressible solids
- On numerically accurate finite element solutions in the fully plastic range
- A novel alpha finite element method (\(\alpha \)FEM) for exact solution to mechanics problems using triangular and tetrahedral elements
- \(\overline {\text B}\) and \(\overline {\text F}\) projection methods for nearly incompressible linear and nonlinear elasticity and plasticity using higher-order NURBS elements
- A smoothed finite element method for shell analysis
- An averaged nodal deformation gradient linear tetrahedral element for large strain explicit dynamic applications
- A LINEARLY CONFORMING RADIAL POINT INTERPOLATION METHOD FOR SOLID MECHANICS PROBLEMS
- A theoretical study on the smoothed FEM (S-FEM) models: Properties, accuracy and convergence rates
- An n-sided polygonal edge-based smoothed finite element method (nES-FEM) for solid mechanics
- A GENERALIZED GRADIENT SMOOTHING TECHNIQUE AND THE SMOOTHED BILINEAR FORM FOR GALERKIN FORMULATION OF A WIDE CLASS OF COMPUTATIONAL METHODS
- Non-locking tetrahedral finite element for surgical simulation
- 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
- A uniform nodal strain tetrahedron with isochoric stabilization
- Assumed-deformation gradient finite elements with nodal integration for nearly incompressible large deformation analysis
- Theoretical aspects of the smoothed finite element method (SFEM)
- A linearly conforming point interpolation method (LC-PIM) for three-dimensional elasticity problems
- Locking-free continuum displacement finite elements with nodal integration
- A superconvergent point interpolation method (SC-PIM) with piecewise linear strain field using triangular mesh
- Upper bound solution to elasticity problems: A unique property of the linearly conforming point interpolation method (LC-PIM)
- Meshfree and finite element nodal integration methods
- Generalization of selective integration procedures to anisotropic and nonlinear media
- A uniform strain hexahedron and quadrilateral with orthogonal hourglass control
- A new stabilization technique for finite elements in non-linear elasticity
- Node-based uniform strain elements for three-node triangular and four-node tetrahedral meshes
- A Mortar Finite Element Method Using Dual Spaces for the Lagrange Multiplier
- Formulation of implicit finite element methods for multiplicative finite deformation plasticity
- A class of mixed assumed strain methods and the method of incompatible modes
- A LINEARLY CONFORMING POINT INTERPOLATION METHOD (LC-PIM) FOR 2D SOLID MECHANICS PROBLEMS
- F‐bar‐based linear triangles and tetrahedra for finite strain analysis of nearly incompressible solids. Part I: formulation and benchmarking
This page was built for publication: A finite element method based on C 0-continuous assumed gradients
