A finite deformation brick element with inhomogeneous mode enhancement
From MaRDI portal
Publication:3549802
DOI10.1002/nme.2523zbMath1183.74297OpenAlexW2123023813WikidataQ64017351 ScholiaQ64017351MaRDI QIDQ3549802
Stefan Loehnert, D. S. Mueller-Hoeppe, Peter Wriggers
Publication date: 29 March 2010
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.2523
Related Items
3D mixed virtual element formulation for dynamic elasto-plastic analysis, A 3D Cosserat point element (CPE) for nonlinear orthotropic solids: Generalization for an initially distorted mesh and an arbitrary orientation of material orthotropy, Locking treatment of penalty-based gradient-enhanced damage formulation for failure of compressible and nearly incompressible hyperelastic materials, Artificial instabilities of finite elements for nonlinear elasticity: Analysis and remedies, Hourglassing‐ and locking‐free mesh distortion insensitive Petrov–Galerkin EAS element for large deformation solid mechanics, Three-Field Mixed Finite Element Methods in Elasticity, Arbitrary polygon mesh for elastic and elastoplastic analysis of solids using smoothed finite element method, Cosserat point element \((CPE)\) for finite deformation of orthotropic elastic materials, Efficient virtual element formulations for compressible and incompressible finite deformations, Approximation of incompressible large deformation elastic problems: some unresolved issues, A virtual element formulation for general element shapes, A low order 3D virtual element formulation for finite elasto-plastic deformations, Phase-field modeling of brittle fracture using an efficient virtual element scheme, NURBS-based geometries: a mapping approach for virtual serendipity elements, An improved EAS brick element for finite deformation, A low order virtual element formulation for finite elasto-plastic deformations, Virtual element methods for engineering applications
Cites Work
- Unnamed Item
- Variational and projection methods for the volume constraint in finite deformation elasto-plasticity
- Locking-free finite element methods for linear and nonlinear elasticity in 2D and 3D
- Hourglass control in linear and nonlinear problems
- On enhanced strain methods for small and finite deformations of solids
- A new 3-D finite element for nonlinear elasticity using the theory of a Cosserat point.
- On numerically accurate finite element solutions in the fully plastic range
- Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems
- Assumed strain stabilization of the eight node hexahedral element
- On a physically stabilized one point finite element formulation for three-dimensional finite elasto-plasticity
- Response of a nonlinear elastic general Cosserat brick element in simulations typically exhibiting locking and hourglassing
- On the formulation of enhanced strain finite elements in finite deformations
- A FORMULATION OF THE QS6 ELEMENT FOR LARGE ELASTIC DEFORMATIONS
- A new finite element based on the theory of a Cosserat point—extension to initially distorted elements for 2D plane strain
- Accurate eight-node hexahedral element
- Assumed strain finite element methods for conserving temporal integrations in non-linear solid dynamics
- A finite element formulation for nonlinear incompressible elastic and inelastic analysis
- Geometrically non-linear enhanced strain mixed methods and the method of incompatible modes
- A new stabilization technique for finite elements in non-linear elasticity
- A class of mixed assumed strain methods and the method of incompatible modes
- EAS‐elements for two‐dimensional, three‐dimensional, plate and shell structures and their equivalence to HR‐elements
- ON THE STABILITY OF A CIRCULAR TUBE UNDER END THRUST