Transversally higher-order interpolating polynomials for the two-dimensional shear deformable ANCF beam elements based on common coefficients
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Publication:2034114
DOI10.1007/s11044-020-09768-4zbMath1470.74065OpenAlexW3109058982MaRDI QIDQ2034114
Publication date: 21 June 2021
Published in: Multibody System Dynamics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s11044-020-09768-4
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)
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Cites Work
- State of the art of ANCF elements regarding geometric description, interpolation strategies, definition of elastic forces, validation and the locking phenomenon in comparison with proposed beam finite elements
- A new locking-free formulation for planar, shear deformable, linear and quadratic beam finite elements based on the absolute nodal coordinate formulation
- A new locking-free shear deformable finite element based on absolute nodal coordinates
- A comparison of finite elements for nonlinear beams: the absolute nodal coordinate and geometrically exact formulations
- A geometrically exact beam element based on the absolute nodal coordinate formulation
- Definition of the slopes and the finite element absolute nodal coordinate formulation
- Locking alleviation in the large displacement analysis of beam elements: the strain split method
- Description of elastic forces in absolute nodal coordinate formulation
- Definition of the elastic forces in the finite element absolute nodal coordinate formulation and the floating frame of reference formulation
- Analysis of thin beams and cables using the absolute nodal co-ordinate formulation
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