Element-independent pure deformational and co-rotational methods for triangular shell elements in geometrically nonlinear analysis
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Publication:6493030
DOI10.1142/S0219455418500657MaRDI QIDQ6493030
Yiqun Tang, Sze-Lok Chan, Y. Liu
Publication date: 26 April 2024
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
geometrically nonlinear analysistriangular shell elementelement-independent co-rotational formulationpure deformation
Shells (74K25) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30)
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- A unified formulation of small-strain corotational finite elements. I: Theory
- Geometrically nonlinear analysis of shell structures using a flat triangular shell finite element
- Finite rotation analysis and consistent linearization using projectors
- Finite element method - The natural approach
- TRIC: A simple but sophisticated 3-node triangular element based on 6 rigid-body and 12 straining modes for fast computational simulations of arbitrary isotropic and laminated composite shells
- A unified co-rotational framework for solids, shells and beams
- Nonlinear dynamic analysis of shells with the triangular element TRIC.
- Postbuckling performance of the TRIC natural mode triangular element for isotropic and laminated composite shells
- Elasto-plastic analysis of shells with the triangular element TRIC
- Stochastic finite element analysis of shells
- The TRIC shell element: Theoretical and numerical investigation
- Co-rotational flat facet triangular elements for shell instability analyses.
- Finite elements, finite rotations and small strains fo flexible shells
- Nonlinear Beam-Column Element Under Consistent Deformation
- A compatible triangular element including vertex rotations for plane elasticity analysis
- An arc-length method including line searches and accelerations
- A study of three-node triangular plate bending elements
- An explicit formulation for an efficient triangular plate-bending element
- Large displacement, transient analysis of space frames
- Geometrically nonlinear formulation for the curved shell elements
- Non‐linear transient finite element analysis with convected co‐ordinates
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