Stress resultant geometrically exact form of classical shell model and vector‐like parameterization of constrained finite rotations
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Publication:4331355
DOI10.1002/nme.247zbMath1112.74420OpenAlexW2115441985WikidataQ56949648 ScholiaQ56949648MaRDI QIDQ4331355
Boštjan Brank, Pierre Courtois, Adnan Ibrahimbegović
Publication date: 2001
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.247
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Cites Work
- Unnamed Item
- Unnamed Item
- On a stress resultant geometrically exact shell model. I: Formulation and optimal parametrization
- Stress projection for membrane and shear locking in shell finite elements
- A three-dimensional finite-strain rod model. II. Computational aspects
- Nonlinear finite element analysis of shells. I. Three-dimensional shells
- Advances in one-point quadrature shell elements
- On the choice of finite rotation parameters
- On a stress resultant geometrically exact shell model. III: Computational aspects of the nonlinear theory
- An excursion into large rotations
- The influence of the reference geometry on the response of elastic shells
- Stress resultant geometrically nonlinear shell theory with drilling rotations. II: Computational aspects
- On the parametrization of finite rotations in computational mechanics. A classification of concepts with application to smooth shells
- A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
- A formulation of general shell elements—the use of mixed interpolation of tensorial components
- Shell theory versus degeneration—a comparison in large rotation finite element analysis
- An exact finite rotation shell theory, its mixed variational formulation and its finite element implementation
- Genuinely resultant shell finite elements accounting for geometric and material non‐linearity
- Consistent linearization in mechanics of solids and structures
- Computational aspects of vector‐like parametrization of three‐dimensional finite rotations
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