Mixed-interpolated elements for thin shells
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Publication:4240960
DOI<1155::AID-CNM216>3.0.CO;2-9 10.1002/(SICI)1099-0887(199812)14:12<1155::AID-CNM216>3.0.CO;2-9zbMath0928.74097OpenAlexW2009284404MaRDI QIDQ4240960
Claudia Chinosi, Lucia Della Croce
Publication date: 29 April 1999
Full work available at URL: https://doi.org/10.1002/(sici)1099-0887(199812)14:12<1155::aid-cnm216>3.0.co;2-9
locking phenomenonReissner-Mindlin platesshear energymembrane energyNaghdi cylindrical shellnon-standard mixed interpolated tensorial component formulation
Related Items (5)
Modelling of thin viscoelastic shell structures under Reissner-Mindlin kinematic assumption ⋮ Shell finite elements with different through-the-thickness kinematics for the linear analysis of cylindrical multilayered structures ⋮ A non-standard finite element method for dynamical behavior of cylindrical classical shell model ⋮ A mixed co-rotational formulation of 2D beam element using vectorial rotational variables ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)
Cites Work
- Stress projection for membrane and shear locking in shell finite elements
- The problem of membrane locking in finite element analysis of cylindrical shells
- Hierarchic finite elements for thin Naghdi shell model
- Scale resolution, locking, and high-order finite element modelling of shells
- Mixed-interpolated elements for Reissner-Mindlin plates
- A formulation of general shell elements—the use of mixed interpolation of tensorial components
- Higher‐order MITC general shell elements
- On the membrane locking of h–p finite elements in a cylindrical shell problem
- Hierarchic and mixed‐interpolated finite elements for Reissner–Mindlin problems
- Locking-free finite element methods for shells
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