Optimal low-order fully integrated solid-shell elements
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Publication:1944883
DOI10.1007/s00466-012-0726-6zbMath1398.74393OpenAlexW2003373184MaRDI QIDQ1944883
Anne Marie Habraken, R. J. Alves de Sousa, K. Rah, Joris Degrieck, Wim Van Paepegem, Robertt A. F. Valente
Publication date: 28 March 2013
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-012-0726-6
lockingassumed natural strain methodmultifield variational principlesolid-shell elementshell-like structuresenhanced assumed strain method
Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30) Shells (74K25) Membranes (74K15)
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Cites Work
- Unnamed Item
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- Unnamed Item
- On a systematic development of trilinear three-dimensional solid elements based on Simo's enhanced strain formulation
- Optimal solid shells for nonlinear analyses of multilayer composites. I: Statics.
- Optimal solid shells for nonlinear analyses of multilayer composites. II: Dynamics.
- On the use of an enhanced transverse shear strain shell element for problems involving large rotations
- On implementation of a nonlinear four node shell finite element for thin multilayered elastic shells
- Physical stabilization of the 4-node shell element with one point quadrature
- A theoretical and computational model for isotropic elastoplastic stress analysis in shells at large strains
- An enhanced strain 3D element for large deformation elastoplastic thin-shell applications
- A robust nonlinear solid shell element based on a mixed variational formulation
- A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains
- On volumetric locking of low‐order solid and solid‐shell elements for finite elastoviscoplastic deformations and selective reduced integration
- A reduced integration solid-shell finite element based on the EAS and the ANS concept-Large deformation problems
- A new one-point quadrature enhanced assumed strain (EAS) solid-shell element with multiple integration points along thickness—part II: nonlinear applications
- A reduced integration solid-shell finite element based on the EAS and the ANS concept-Geometrically linear problems
- A large deformation solid-shell concept based on reduced integration with hourglass stabilization
- Enhanced assumed strain (EAS) and assumed natural strain (ANS) methods for one-point quadrature solid-shell elements
- Hybrid stress reduced-Mindlin elements for thin multilayer plates
- Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element
- Geometrically non-linear enhanced strain mixed methods and the method of incompatible modes
- A systematic development of ‘solid-shell’ element formulations for linear and non-linear analyses employing only displacement degrees of freedom
- A geometrical non-linear brick element based on the EAS-method
- A new volumetric and shear locking‐free 3D enhanced strain element
- A continuum‐based shell theory for non‐linear applications
- An assumed strain approach avoiding artificial thickness straining for a non‐linear 4‐node shell element
- A class of mixed assumed strain methods and the method of incompatible modes
- EAS‐elements for two‐dimensional, three‐dimensional, plate and shell structures and their equivalence to HR‐elements
- A new one-point quadrature enhanced assumed strain (EAS) solid-shell element with multiple integration points along thickness: Part I-geometrically linear applications
- A variational justification of the assumed natural strain formulation of finite elements—I. Variational principles
- A variational justification of the assumed natural strain formulation of finite elements—II. The C0 four-node plate element
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