A CO-ROTATIONAL FORMULATION FOR 2-D CONTINUA INCLUDING INCOMPATIBLE MODES
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Publication:4344922
DOI<2619::AID-NME969>3.0.CO;2-N 10.1002/(SICI)1097-0207(19960815)39:15<2619::AID-NME969>3.0.CO;2-NzbMath0883.73076OpenAlexW2031271065MaRDI QIDQ4344922
M. A. Crisfield, Gray F. Moita
Publication date: 17 July 1997
Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19960815)39:15<2619::aid-nme969>3.0.co;2-n
Finite element methods applied to problems in solid mechanics (74S05) Generalities, axiomatics, foundations of continuum mechanics of solids (74A99)
Related Items (16)
Enhanced lower-order element formulations for large strains ⋮ A solid-shell corotational element based on ANDES, ANS and EAS for geometrically nonlinear structural analysis ⋮ Polar decomposition based corotational framework for triangular shell elements with distributed loads ⋮ On best-fit corotated frames for 3D continuum finite elements ⋮ Hourglassing‐ and locking‐free mesh distortion insensitive Petrov–Galerkin EAS element for large deformation solid mechanics ⋮ A generalized Hill's lemma and micromechanically based macroscopic constitutive model for heterogeneous granular materials ⋮ Large‐strain elasto‐plastic shell analysis using low‐order elements ⋮ A mixed finite element procedure of gradient Cosserat continuum for second-order computational homogenisation of granular materials ⋮ A micro-macro homogenization approach for discrete particle assembly - Cosserat continuum modeling of granular materials ⋮ A macro-element for incompressible finite deformations based on a volume-averaged deformation gradient ⋮ Overcoming volumetric locking in material point methods ⋮ A 9-node co-rotational quadrilateral shell element ⋮ Meshfree co-rotational formulation for two-dimensional continua ⋮ Motion analysis of structures (MAS) for flexible multibody systems: planar motion of solids ⋮ Coupling of BEM with a large displacement and rotation algorithm ⋮ A stabilized co-rotational curved quadrilateral composite shell element
Cites Work
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- Finite element method - The natural approach
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- Enhanced lower-order element formulations for large strains
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- A consistent co-rotational formulation for nonlinear, three-dimensional, beam-elements
- A consistent co-rotational formulation for shells using the constant stress/constant moment triangle
- Geometrically non-linear enhanced strain mixed methods and the method of incompatible modes
- A mixed finite element for the analysis of large inelastic strains
- A non-conforming element for stress analysis
- A FINITE ELEMENT FORMULATION FOR 3-D CONTINUA USING THE CO-ROTATIONAL TECHNIQUE
- A class of mixed assumed strain methods and the method of incompatible modes
- Non‐linear transient finite element analysis with convected co‐ordinates
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