4-node combined shell element with semi-EAS-ANS strain interpolations in 6-parameter shell theories with drilling degrees of freedom
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Publication:1021139
DOI10.1007/s00466-008-0307-xzbMath1162.74479OpenAlexW2093944347MaRDI QIDQ1021139
Publication date: 8 June 2009
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-008-0307-x
Related Items (11)
A new axi-symmetric element for thin walled structures ⋮ Large deformation analysis of shell-type structures using the VDQ-transformed scheme: a two-point formulation based on 3D elasticity ⋮ A four-node corotational quadrilateral elastoplastic shell element using vectorial rotational variables ⋮ Geometrically nonlinear FEM analysis of 6‐parameter resultant shell theory based on 2‐D Cosserat constitutive model ⋮ Singular Surface Curves in the Resultant Thermodynamics of Shells ⋮ Large elastic deformation of micromorphic shells. Part II. Isogeometric analysis ⋮ A co-rotational triangular finite element for large deformation analysis of smooth, folded and multi-shells ⋮ FEM analysis of Cosserat plates and shells based on some constitutive relations ⋮ Elastoplastic law of Cosserat type in shell theory with drilling rotation ⋮ Continuous stress distribution following transverse direction for FEM orthotropic laminated plates and shells ⋮ Two- and three-dimensional elastic networks with rigid junctions: modeling within the theory of micropolar shells and solids
Cites Work
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- Large rotations in first-order shear deformation FE analysis of laminated shells
- Formulations of finite elasticity with independent rotations
- Finite element method - The natural approach
- Finite element analysis of smooth, folded and multi-shell structures
- A note on enhanced strain methods for large deformations
- 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
- On a stress resultant geometrically exact shell model. III: Computational aspects of the nonlinear theory
- Enhanced assumed strain elements and locking in membrane problems
- On a stress resultant geometrically exact shell model. VII: Shell intersections with 5/6-DOF finite element formulations
- The Cosserat surface as a shell model, theory and finite element formulation
- Finite element concepts for finite elastoplastic strains and isotropic stress response in shells: Theoretical and computational analysis
- Incompatible mode method for finite deformation quasi-incompressible elasticity
- 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
- A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains
- Micro-structure in linear elasticity
- Energy and momentum conserving elastodynamics of a non-linear brick-type mixed finite shell element
- Rational approach for assumed stress finite elements
- A robust non-linear mixed hybrid quadrilateral shell element
- A formulation of general shell elements—the use of mixed interpolation of tensorial components
- Membrane locking and assumed strain shell elements
- Genuinely resultant shell finite elements accounting for geometric and material non‐linearity
- The Nonlinear Theory of Elastic Shells
- An energy‐conserving co‐rotational procedure for the dynamics of shell structures
- Higher‐order MITC general shell elements
- A new energy and momentum conserving algorithm for the non‐linear dynamics of shells
- 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
- Shell elements with drilling degree of freedoms based on micropolar elasticity theory
- Four‐node semi‐EAS element in six‐field nonlinear theory of shells
- Efficient and accurate multilayer solid-shell element: non-linear materials at finite strain
- A stabilized one‐point integrated quadrilateral Reissner–Mindlin plate element
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