Cosserat point element \((CPE)\) for finite deformation of orthotropic elastic materials
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Publication:424926
DOI10.1007/s00466-011-0654-xzbMath1398.74341OpenAlexW2009240710MaRDI QIDQ424926
Publication date: 7 June 2012
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-011-0654-x
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Related Items (5)
A solid-shell Cosserat point element (SSCPE) for elastic thin structures at finite deformation ⋮ Instrumented indentation of a non-equal biaxial prestretched hyperelastic substrate ⋮ Generalized modal element method. I: Theory and its application to eight-node asymmetric and symmetric solid elements in linear analysis ⋮ A 3D Cosserat point element (CPE) for nonlinear orthotropic solids: Generalization for an initially distorted mesh and an arbitrary orientation of material orthotropy ⋮ The Cosserat Point Element as an Accurate and Robust Finite Element Formulation for Implicit Dynamic Simulations
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Cites Work
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- Further developments of physically based invariants for nonlinear elastic orthotropic solids
- Influence of membrane stresses on postbuckling of rectangular plates using a nonlinear elastic 3-D cosserat brick element
- Hyperelasticity and physical shear buckling of a block predicted by the Cosserat point element compared with inelasticity and hourglassing predicted by other element formulations
- An improved 3-D brick Cosserat point element for irregular shaped elements
- Modified torsion coefficients for a 3-D brick Cosserat point element
- An accurate and efficient a posteriori control of hourglass instabilities in underintegrated linear and nonlinear elasticity
- Efficient implementation of quadrilaterals with high coarse-mesh accuracy
- Restrictions on nonlinear constitutive equations for elastic rods
- On enhanced strain methods for small and finite deformations of solids
- A note on enhanced strain methods for large deformations
- A new 3-D finite element for nonlinear elasticity using the theory of a Cosserat point.
- Total hourglass control for hyperelastic materials
- Enhanced lower-order element formulations for large strains
- Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems
- Assumed strain stabilization of the eight node hexahedral element
- Physically based invariants for nonlinear elastic orthotropic solids
- Response of a nonlinear elastic general Cosserat brick element in simulations typically exhibiting locking and hourglassing
- Quadrilateral elements for the solution of elasto‐plastic finite strain problems
- Rational approach for assumed stress finite elements
- A finite deformation brick element with inhomogeneous mode enhancement
- Accurate eight-node hexahedral element
- On the Theory of a Cosserat Point and Its Application to the Numerical Solution of Continuum Problems
- On the Numerical Solution of One-Dimensional Continuum Problems Using the Theory of a Cosserat Point
- 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 stabilization technique to avoid hourglassing in finite elasticity
- A uniform deformation gradient hexahedron element with artificial hourglass control
- A class of mixed assumed strain methods and the method of incompatible modes
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