A new shell formulation using complete 3D constitutive laws
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Publication:2880256
DOI10.1002/nme.3068zbMath1235.74310OpenAlexW2013334948MaRDI QIDQ2880256
Francis Sabourin, Michel Brunet, Mary Sansalone
Publication date: 12 April 2012
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.3068
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Cites Work
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- Nonlinear shell models with seven kinematic parameters
- On the use of a reduced enhanced solid-shell (RESS) element for sheet forming simulations
- A rotation-free thin shell quadrilateral
- On a stress resultant geometrically exact shell model. IV: Variable thickness shells with through-the-thickness stretching
- Nonlinear shell formulations for complete three-dimensional constitutive laws including composites and laminates
- A comparison of three-dimensional continuum and shell elements for finite plasticity
- Optimal solid shells for nonlinear analyses of multilayer composites. I: Statics.
- On the physical significance of higher-order kinematic and static variables in a three-dimensional shell formulation
- A new shell element accounting for through-thickness deformation
- On a stress resultant geometrically exact shell model. III: Computational aspects of the nonlinear theory
- Development of a one-point quadrature shell element for nonlinear applications with contact and anisotropy.
- Physical stabilization of the 4-node shell element with one point quadrature
- An enhanced strain 3D element for large deformation elastoplastic thin-shell applications
- 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
- Extension of the ?solid-shell? concept for application to large elastic and large elastoplastic deformations
- A new quadrilateral shell element using 16 degrees of freedom
- AC0 triangular plate element with one-point quadrature
- A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
- Analysis of a rotation-free 4-node shell element
- 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
- A systematic development of ‘solid-shell’ element formulations for linear and non-linear analyses employing only displacement degrees of freedom
- 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
- The inverse approach with simple triangular shell elements for large strain predictions of sheet metal forming parts
- An eight-node hybrid-stress solid-shell element for geometric non-linear analysis of elastic shells
- A continuum‐based shell theory for non‐linear applications
- Detailed formulation of the rotation‐free triangular element “S3” for general purpose shell analysis
- Hybrid‐stress six‐node prismatic elements
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