A STRAIN-AND-DISPLACEMENT-BASED VARIATIONAL METHOD APPLIED TO GEOMETRICALLY NON-LINEAR SHELLS
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Publication:4349446
DOI<2231::AID-NME952>3.0.CO;2-8 10.1002/(SICI)1097-0207(19960715)39:13<2231::AID-NME952>3.0.CO;2-8zbMath0883.73074OpenAlexW2004937228MaRDI QIDQ4349446
Publication date: 29 March 1998
Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19960715)39:13<2231::aid-nme952>3.0.co;2-8
Reissner functionalGreen-Lagrange-strain incrementshybrid nine-node finite 2D-shell elementshell mid-surface
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Related Items (5)
Unnamed Item ⋮ The finite deformation theory for beam, plate and shell. IV: The FE formulation of Mindlin plate and shell based on Green-Lagrangian strain ⋮ A 9-node co-rotational quadrilateral shell element ⋮ Large inelastic strain analysis by multilayer shell elements ⋮ 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 general, geometrically linear theory of inelastic thin shells
- Hermitian-method for the nonlinear analysis of arbitrary thin shell structures
- On the mixed formulation of a 9-node Lagrange shell element
- On a stress resultant geometrically exact shell model. III: Computational aspects of the nonlinear theory
- The influence of the reference geometry on the response of elastic shells
- Numerical analysis of viscoplastic axisymmetric shells based on a hybrid strain finite element
- A hybrid strain finite element for plates and shells
- A New Rate Principle Suitable for Analysis of Inelastic Deformation of Plates and Shells
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