Smoothed finite element method implemented in a resultant eight-node solid-shell element for geometrical linear analysis
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Publication:487920
DOI10.1007/s00466-014-1085-2zbMath1311.74119OpenAlexW2074532422MaRDI QIDQ487920
Xavier J.-G. Élie-Dit-Cosaque, Hakim Naceur, Augustin Gakwaya
Publication date: 23 January 2015
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-014-1085-2
accuracymesh sensitivitypolygonal elementsmoothed finite element method (SFEM)strain smoothingresultant solid-shell element
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) Kinematics of deformation (74A05)
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Smoothed finite element method implemented in a resultant eight-node solid-shell element for geometrical linear analysis, Smoothed finite element methods (S-FEM): an overview and recent developments
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Cites Work
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- Smoothed finite element method implemented in a resultant eight-node solid-shell element for geometrical linear analysis
- On a stress resultant geometrically exact shell model. I: Formulation and optimal parametrization
- The partitioned element method in computational solid mechanics
- A smoothed finite element method for plate analysis
- A smoothed finite element method for mechanics problems
- Explicit algorithms for the nonlinear dynamics of shells
- Nonlinear finite element analysis of shells. I. Three-dimensional shells
- Nonlinear finite element analysis of shells. II. Two-dimensional shells
- Geometrical nonlinear analysis of shells
- A comparison of three-dimensional continuum and shell elements for finite plasticity
- Optimal solid shells for nonlinear analyses of multilayer composites. I: Statics.
- A stable bilinear element for the Reissner-Mindlin plate model
- Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems
- A theoretical and computational model for isotropic elastoplastic stress analysis in shells at large strains
- On dual-complementary variational principles in mathematical physics
- An enhanced strain 3D element for large deformation elastoplastic thin-shell applications
- A robust nonlinear solid shell element based on a mixed variational formulation
- One point quadrature shell element with through-thickness stretch
- A resultant 8-node solid-shell element for geometrically nonlinear analysis
- A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains
- A smoothed finite element method for shell analysis
- Extension of the ?solid-shell? concept for application to large elastic and large elastoplastic deformations
- SMOOTHED FINITE ELEMENTS LARGE DEFORMATION ANALYSIS
- An enhanced cell-based smoothed finite element method for the analysis of Reissner-Mindlin plate bending problems involving distorted mesh
- An n-sided polygonal edge-based smoothed finite element method (nES-FEM) for solid mechanics
- A Smoothed Finite Element Method (SFEM) for Linear and Geometrically Nonlinear Analysis of Plates and Shells
- A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
- A stabilized nodally integrated tetrahedral
- A reduced integration solid-shell finite element based on the EAS and the ANS concept-Geometrically linear problems
- On the approximation in the smoothed finite element method (SFEM)
- Theoretical aspects of the smoothed finite element method (SFEM)
- Enhanced assumed strain (EAS) and assumed natural strain (ANS) methods for one-point quadrature solid-shell elements
- Smooth finite element methods: Convergence, accuracy and properties
- On stabilized finite element methods for the Reissner–Mindlin plate model
- On the Variational Foundations of Assumed Strain Methods
- Generalization of selective integration procedures to anisotropic and nonlinear media
- Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element
- A systematic development of ‘solid-shell’ element formulations for linear and non-linear analyses employing only displacement degrees of freedom
- Three‐dimensional extension of non‐linear shell formulation based on the enhanced assumed strain concept
- Development of shear locking-free shell elements using an enhanced assumed strain formulation
- Moving particle finite element method with global smoothness
- A hybrid stress ANS solid-shell element and its generalization for smart structure modelling. Part I?solid-shell element formulation
- A new volumetric and shear locking‐free 3D enhanced strain element
- A continuum‐based shell theory for non‐linear applications
- 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
- Reduced integration technique in general analysis of plates and shells
- A new one-point quadrature enhanced assumed strain (EAS) solid-shell element with multiple integration points along thickness: Part I-geometrically linear applications
