Geometrically nonlinear formulation for thin shells without rotation degrees of freedom
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Publication:2638003
DOI10.1016/j.cma.2008.01.001zbMath1194.74386OpenAlexW2096770408MaRDI QIDQ2638003
Nguyen Tien Dung, Garth N. Wells
Publication date: 14 September 2010
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.cma.2008.01.001
Related Items (8)
Static and free-vibration analyses of cracks in thin-shell structures based on an isogeometric-meshfree coupling approach ⋮ On computational shells with scale effects ⋮ Analysis of an interior penalty method for fourth order problems on polygonal domains ⋮ Phenomenological invariants and their application to geometrically nonlinear formulation of triangular finite elements of shear deformable shells ⋮ A computational formulation for constrained solid and liquid membranes considering isogeometric finite elements ⋮ A one field full discontinuous Galerkin method for Kirchhoff-love shells applied to fracture mechanics ⋮ A discontinuous Galerkin formulation of non-linear Kirchhoff-Love shells ⋮ Finite element modeling of Kirchhoff‐Love shells as smooth material surfaces
Cites Work
- On a stress resultant geometrically exact shell model. I: Formulation and optimal parametrization
- A high-order accurate discontinuous finite element method for the numerical solution of the compressible Navier-Stokes equations
- Advances in the formulation of the rotation-free basic shell triangle
- An introduction to differential geometry with applications to elasticity
- A \(C^0\) discontinuous Galerkin formulation for Kirchhoff plates
- A comparison of rotation-free triangular shell elements for unstructured meshes
- Stress projection for membrane and shear locking in shell finite elements
- Analysis of thin shells by the element-free Galerkin method
- Shear and membrane locking in curved \(C^ 0\) elements
- Continuous/discontinuous finite element approximations of fourth-order elliptic problems in structural and continuum mechanics with applications to thin beams and plates, and strain gradient elasticity
- Fully C1‐conforming subdivision elements for finite deformation thin‐shell analysis
- A simple class of finite elements for plate and shell problems. II: An element for thin shells, with only translational degrees of freedom
- Unified Analysis of Discontinuous Galerkin Methods for Elliptic Problems
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