One-point quadrature ANS solid-shell element based on a displacement variational formulation. I: Geometrically linear assessment
From MaRDI portal
Publication:695959
DOI10.1016/j.cma.2012.04.002zbMath1253.74103OpenAlexW1975017234MaRDI QIDQ695959
Publication date: 17 December 2012
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.2012.04.002
Related Items (2)
Generalized modal element method. II: Application to eight-node asymmetric and symmetric solid-shell elements in linear analysis ⋮ A simple reduced integration hexahedral solid-shell element for large strains
Uses Software
Cites Work
- Unnamed Item
- Unnamed Item
- A partial hybrid stress solid-shell element for the analysis of laminated composites
- The MITC9 \(shell\) element in \(plate\) bending: Mathematical analysis of a simplified case
- On a stress resultant geometrically exact shell model. I: Formulation and optimal parametrization
- On a stress resultant geometrically exact shell model. II: The linear theory; computational aspects
- The discrete strain gap method and membrane locking
- One point quadrature shell elements: a study on convergence and patch tests
- Nonlinear finite element analysis of shells. I. Three-dimensional shells
- A multiple-quadrature eight-mode hexahedral finite element for large deformation elastoplastic analysis
- An 8-node brick element with mixed formulation for large deformation analyses
- Optimal solid shells for nonlinear analyses of multilayer composites. I: Statics.
- On the use of an enhanced transverse shear strain shell element for problems involving large rotations
- A new shell element accounting for through-thickness deformation
- A theory and finite element formulation of shells at finite deformations involving thickness change: Circumventing the use of a rotation tensor
- Development of a one-point quadrature shell element for nonlinear applications with contact and anisotropy.
- Assumed strain stabilization of the eight node hexahedral element
- Tensor-based finite element formulation for geometrically nonlinear analysis of shell structures
- A robust nonlinear solid shell element based on a mixed variational formulation
- One point quadrature shell element with through-thickness stretch
- Unified and mixed formulation of the 8-node hexahedral elements by assumed strain method
- A reduced integration solid-shell finite element based on the EAS and the ANS concept-Large deformation problems
- A new approach to reduce membrane and transverse shear locking for one-point quadrature shell elements: linear formulation
- 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
- An improved assumed strain solid-shell element formulation with physical stabilization for geometric non-linear applications and elastic-plastic stability analysis
- A large deformation solid-shell concept based on reduced integration with hourglass stabilization
- A generalization of the method of incompatible modes
- Enhanced assumed strain (EAS) and assumed natural strain (ANS) methods for one-point quadrature solid-shell elements
- Eight-node shell element based on incompatible modes
- A formulation of general shell elements—the use of mixed interpolation of tensorial components
- Generalization of selective integration procedures to anisotropic and nonlinear media
- A uniform strain hexahedron and quadrilateral with orthogonal hourglass control
- A systematic development of ‘solid-shell’ element formulations for linear and non-linear analyses employing only displacement degrees of freedom
- A one-point quadrature eight-node brick element with hourglass control
- Multiple quadrature underintegrated finite elements
- Elastoplastic stability analysis of shells using the physically stabilized finite elementSHB8PS
- A hybrid stress ANS solid-shell element and its generalization for smart structure modelling. Part I?solid-shell element formulation
- A highly efficient enhanced assumed strain physically stabilized hexahedral element
- A new volumetric and shear locking‐free 3D enhanced strain element
- Testing the asymptotic behaviour of shell elements?Part I: the classical benchmark tests
- 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
This page was built for publication: One-point quadrature ANS solid-shell element based on a displacement variational formulation. I: Geometrically linear assessment
