A novel plate element based on absolute nodal coordinate formulation with collocation strategy
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Publication:6143780
DOI10.1007/S00707-023-03730-ZOpenAlexW4387423094MaRDI QIDQ6143780
Hongyou Bian, Teng-fei Wang, Yu-Long Zhang, Jia Wang, Weijun Liu
Publication date: 5 January 2024
Published in: Acta Mechanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00707-023-03730-z
displacement fieldinertia functionin-plane integral quadrature pointplate eigenfrequencytwo-direction univariate Lagrange interpolation
Vibrations in dynamical problems in solid mechanics (74H45) Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05)
Cites Work
- A triangular plate element 2343 using second-order absolute-nodal-coordinate slopes: numerical computation of shape functions
- Some estimates for \(h\)-\(p\)-\(k\)-refinement in isogeometric analysis
- 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
- Two new triangular thin plate/shell elements based on the absolute nodal coordinate formulation
- Generalization of the strain-split method and evaluation of the nonlinear ANCF finite elements
- A fast incremental/iterative solution procedure that handles “snap-through”
- Uniformly Accurate Finite Difference Schemes forp-Refinement
- A novel collocation beam element based on absolute nodal coordinate formulation
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