Assessment of 4-node EAS-ANS shell elements for large deformation analysis
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Publication:1015718
DOI10.1007/s00466-007-0233-3zbMath1161.74049OpenAlexW1998989883MaRDI QIDQ1015718
Publication date: 8 May 2009
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-007-0233-3
Related Items (7)
On path-following methods for structural failure problems ⋮ A new axi-symmetric element for thin walled structures ⋮ Hybrid-Mixed Shell Finite Elements and Implicit Dynamic Schemes for Shell Post-buckling ⋮ Stress resultant plasticity for shells revisited ⋮ Energy-decaying and momentum-conserving schemes for transient simulations with mixed finite elements ⋮ Modeling large deformations of thin-walled SMA structures by shell finite elements ⋮ A Shell Finite Element Model for Superelasticity of Shape Memory Alloys
Uses Software
Cites Work
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- Hyperelasticity and physical shear buckling of a block predicted by the Cosserat point element compared with inelasticity and hourglassing predicted by other element formulations
- Automatic generation of finite-element code by simultaneous optimization of expressions
- Optimal solid shells for nonlinear analyses of multilayer composites. I: Statics.
- Optimal solid shells for nonlinear analyses of multilayer composites. II: Dynamics.
- On `best' shell models -- from classical shells, degenerated and multi-layered concepts to 3D
- Composite laminates: Nonlinear interlaminar stress analysis by multi-layer shell elements
- A nonlinear extensible 4-node shell element based on continuum theory and assumed strain interpolations
- Finite element concepts for finite elastoplastic strains and isotropic stress response in shells: Theoretical and computational analysis
- Families of 4-node and 9-node finite elements for a finite deformation shell theory. An assessment of hybrid stress, hybrid strain and enhanced strain elements
- Shape optimization of truss-stiffened shell structures with variable thickness
- The linearized three-dimensional beam theory of naturally curved and twisted beams: The strain vector formulation
- Structural analysis of composite laminates using a mixed hybrid shell element
- A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains
- On the relation between different parametrizations of finite rotations for shells
- A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
- Efficient handling of stability problems in shell optimization by asymmetric ‘worst-case’ shape imperfection
- Geometrically non-linear enhanced strain mixed methods and the method of incompatible modes
- An investigation of a finite rotation four node assumed strain shell element
- Three‐dimensional extension of non‐linear shell formulation based on the enhanced assumed strain concept
- Stress resultant geometrically exact form of classical shell model and vector‐like parameterization of constrained finite rotations
- 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
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