Bisector and zero-macrospin co-rotational systems for shell elements
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Publication:6558900
DOI10.1002/nme.4978zbMATH Open1548.74818MaRDI QIDQ6558900
Publication date: 21 June 2024
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30)
Cites Work
- A 9-node co-rotational quadrilateral shell element
- A unified co-rotational framework for solids, shells and beams
- A co-rotational 8-node assumed strain shell element for postbuckling analysis of laminated composite plates and shells
- Element formulation and numerical techniques for stability problems in shells
- Finite element concepts for finite elastoplastic strains and isotropic stress response in shells: Theoretical and computational analysis
- Numerical implementation of multiplicative elasto-plasticity into assumed strain elements with application to shells at large strains
- A 6-node co-rotational triangular elasto-plastic shell element
- A co-rotational quasi-conforming 4-node resultant shell element for large deformation elasto-plastic analysis
- Tensor-based finite element formulation for geometrically nonlinear analysis of shell structures
- A resultant 8-node solid-shell element for geometrically nonlinear analysis
- A stabilized co-rotational curved quadrilateral composite shell element
- Two improvements in formulation of nine-node element MITC9
- A four-node corotational quadrilateral elastoplastic shell element using vectorial rotational variables
- A simple four-noded corotational shell element for arbitrarily large rotations
- An enhanced co-rotational approach for large displacement analysis of plates
- A new one-point quadrature enhanced assumed strain (EAS) solid-shell element with multiple integration points along thickness—part II: nonlinear applications
- An efficient co-rotational formulation for curved triangular shell element
- Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element
- Evaluation of a new quadrilateral thin plate bending element
- A stabilized 9‐node non‐linear shell element
- Linked interpolation for Reissner‐Mindlin plate elements: Part I—A simple quadrilateral
- A CO-ROTATIONAL FORMULATION FOR 2-D CONTINUA INCLUDING INCOMPATIBLE MODES
- On the choice of local element frame for corotational triangular shell elements
- Conceptual issues in geometrically nonlinear analysis of 3D framed structures.
Related Items (3)
A nine-node corotational curved quadrilateral shell element for smooth, folded, and multishell structures ⋮ A simplified co-rotational method for quadrilateral shell elements in geometrically nonlinear analysis ⋮ Geometrically nonlinear analysis of shells by quadrilateral flat shell element with drill, shear, and warping
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