A new locking-free beam element based on absolute nodal coordinates
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Publication:6181775
DOI10.1007/s00707-023-03745-6OpenAlexW4387843754MaRDI QIDQ6181775
No author found.
Publication date: 23 January 2024
Published in: Acta Mechanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00707-023-03745-6
rotational motionlinear interpolationgradient vector fieldPatel-Shabana beam elementsmall/large deformation staticssmall/large scale motion
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)
Cites Work
- 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 geometrically exact beam element based on the absolute nodal coordinate formulation
- Flexible multibody dynamics: Review of past and recent developments
- 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
- Generalization of the strain-split method and evaluation of the nonlinear ANCF finite elements
- Analysis of thin beams and cables using the absolute nodal co-ordinate formulation
- A 3D finite element method for flexible multibody systems
- Computational Continuum Mechanics
- Dynamics of Multibody Systems
- An overview of the ANCF approach, justifications for its use, implementation issues, and future research directions
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