A modified corotational framework for triangular shell elements
From MaRDI portal
Publication:1033548
DOI10.1016/j.cma.2006.10.006zbMath1173.74398OpenAlexW2036540121MaRDI QIDQ1033548
Publication date: 6 November 2009
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.cma.2006.10.006
Related Items
Cost reduction techniques for the design of non-linear flapping wing structures, A high-precision co-rotational formulation of 3D beam elements for dynamic analysis of flexible multibody systems, A solid-shell corotational element based on ANDES, ANS and EAS for geometrically nonlinear structural analysis, Polar decomposition based corotational framework for triangular shell elements with distributed loads, Phenomenological invariants and their application to geometrically nonlinear formulation of triangular finite elements of shear deformable shells, Corotational force-based beam finite element with rigid joint offsets for 3D framed structures, A consistent 3D corotational beam element for nonlinear dynamic analysis of flexible structures, Plastic buckling and collapse of thin shell structures, using layered plastic modeling and co-rotational ANDES finite elements, A corotational flat triangular element for large strain analysis of thin shells with application to soft biological tissues, The direct force correction based framework for general co-rotational analysis, A mixed 3D corotational beam with cross-section warping for the analysis of damaging structures under large displacements, Multibody dynamic analysis using a rotation-free shell element with corotational frame, 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 comparison of rotation-free triangular shell elements for unstructured meshes
Cites Work
- A unified formulation of small-strain corotational finite elements. I: Theory
- A three-dimensional finite-strain rod model. II. Computational aspects
- Finite rotation analysis and consistent linearization using projectors
- Co-rotational beam elements with warping effects in instability problems
- On the choice of finite rotation parameters
- A unified co-rotational framework for solids, shells and beams
- A study of optimal membrane triangles with drilling freedoms.
- 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.
- On the choice of the linear element for corotational triangular shells
- An alternative explicit formulation for the DKT plate-bending element
- A study of three-node triangular plate bending elements
- A consistent co-rotational formulation for shells using the constant stress/constant moment triangle
- On the choice of local element frame for corotational triangular shell elements
- Unnamed Item
- Unnamed Item
