Nonlinear analysis of laminates through a Mindlin-type shear deformable shallow shell element
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Publication:1371708
DOI10.1016/S0045-7825(96)01140-1zbMath0892.73053MaRDI QIDQ1371708
Atila Barut, Erdogan Madenci, Alexander Tessler
Publication date: 13 November 1997
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
locking phenomenonReissner-Mindlin theoryelastic stabilitylarge displacementsupdated Lagrangian formulationMarguerre theory
Related Items (6)
A seven-parameter spectral/\(hp\) finite element formulation for isotropic, laminated composite and functionally graded shell structures ⋮ Nonlinear strain--displacement equations exactly representing large rigid-body motions. I: Timoshenko--Mindlin shell theory ⋮ An improved assumed strain solid-shell element formulation with physical stabilization for geometric non-linear applications and elastic-plastic stability analysis ⋮ A least-squares variational method for full-field reconstruction of elastic deformations in shear-deformable plates and shells ⋮ Geometrically Exact Nonlinear Extended-Reissner/Mindlin Shells: Fundamentals, Finite Element Formulation, Elasticity ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)
Cites Work
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- A \(C^ 0\)-anisoparameteric three-node shallow shell element
- A three-node Mindlin plate element with improved transverse shear
- Nonlinear analysis of free-form shells by flat finite elements
- An assumed strain finite element model for large deflection composite shells
- Nonlinear analysis of general shell structures by flat triangular shell element
- Shell theory versus degeneration—a comparison in large rotation finite element analysis
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