On the choice of local element frame for corotational triangular shell elements

DOI10.1002/cnm.710zbMath1078.74051OpenAlexW2077701850MaRDI QIDQ5706492

Jean-Marc Battini, Costin Pacoste

Publication date: 7 November 2005

Published in: Communications in Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/cnm.710

zbMATH Keywords

element node orderingminimisation of local nodal displacements

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25)

Related Items (8)

On the choice of the linear element for corotational triangular shells ⋮ Geometrically nonlinear analysis of shell structures using a flat triangular shell finite element ⋮ On best-fit corotated frames for 3D continuum finite elements ⋮ Exact corotational shell for finite strains and fracture ⋮ Corotational Formulation for Geometric Nonlinear Analysis of Shell Structures by ANDES Elements ⋮ Geometrically nonlinear dynamic formulation for three-dimensional co-rotational solid elements ⋮ Phenomenological invariant-based finite-element model for geometrically nonlinear analysis of thin shells ⋮ A modified corotational framework for triangular shell elements

Cites Work

• Finite rotation analysis and consistent linearization using projectors
• The dynamics of flexible bodies
• Co-rotational beam elements with warping effects in instability problems
• A unified co-rotational framework for solids, shells and beams
• Improved minimal augmentation procedure for the direct computation of critical points.
• Element formulation and numerical techniques for stability problems in shells
• Plastic instability of beam structures using co-rotational elements.
• Co-rotational flat facet triangular elements for shell instability analyses.
• The use of projectors to improve finite element performance

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