A study on the approximation power of NURBS and the significance of exact geometry in isogeometric pre-buckling analyses of shells
From MaRDI portal
Publication:2145143
DOI10.1016/j.cma.2022.115144OpenAlexW4281790625WikidataQ114196795 ScholiaQ114196795MaRDI QIDQ2145143
David Forster, Manuel Fröhlich, Florian Geiger, Bastian Oesterle, Manfred Bischoff
Publication date: 17 June 2022
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.2022.115144
Related Items
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- A hierarchic family of isogeometric shell finite elements
- Isogeometric Reissner-Mindlin shell analysis with exactly calculated director vectors
- Blended isogeometric shells
- Isogeometric shell analysis: the Reissner-Mindlin shell
- A large deformation, rotation-free, isogeometric shell
- Isogeometric shell analysis with Kirchhoff-Love elements
- The bending strip method for isogeometric analysis of Kirchhoff-Love shell structures comprised of multiple patches
- Isogeometric analysis: CAD, finite elements, NURBS, exact geometry and mesh refinement
- Studies of refinement and continuity in isogeometric structural analysis
- Consistent linearization for path following methods in nonlinear FE analysis
- A quadratically convergent procedure for the calculation of stability points in finite element analysis
- An incremental approach to the solution of snapping and buckling problems
- Improved numerical integration for locking treatment in isogeometric structural elements. I: Beams
- Improved numerical integration for locking treatment in isogeometric structural elements. II: Plates and shells
- Patient-specific isogeometric structural analysis of aortic valve closure
- An isogeometric formulation of the Koiter's theory for buckling and initial post-buckling analysis of composite shells
- A shear deformable, rotation-free isogeometric shell formulation
- Hierarchic isogeometric large rotation shell elements including linearized transverse shear parametrization
- Nichtlineare Finite-Element-Methoden
- Shear-flexible subdivision shells
- A general procedure for the direct computation of turning and bifurcation points
- Incremental displacement algorithms for nonlinear problems
- Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element
- A study of three-node triangular plate bending elements
- A fast incremental/iterative solution procedure that handles “snap-through”
- An explicit formulation for an efficient triangular plate-bending element
- A non-conforming element for stress analysis
- A rapidly converging triangular plate element.
- The Application of Newton’s Method to the Problem of Elastic Stability
- Numerical computation of branch points in ordinary differential equations