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| Content Provider | Springer Nature Link |
|---|---|
| Author | Barrios, Tomás P. Barrenechea, Gabriel R. Wachtel, Andreas |
| Copyright Year | 2014 |
| Abstract | This work presents new stabilised finite element methods for a bending moments formulation of the Reissner-Mindlin plate model. The introduction of the bending moment as an extra unknown leads to a new weak formulation, where the symmetry of this variable is imposed strongly in the space. This weak problem is proved to be well-posed, and stabilised Galerkin schemes for its discretisation are presented and analysed. The finite element methods are such that the bending moment tensor is sought in a finite element space constituted of piecewise linear continuos and symmetric tensors. Optimal error estimates are proved, and these findings are illustrated by representative numerical experiments. |
| Ending Page | 369 |
| Page Count | 27 |
| Starting Page | 343 |
| File Format | |
| ISSN | 00080624 |
| e-ISSN | 11265434 |
| Journal | CALCOLO |
| Issue Number | 3 |
| Volume Number | 52 |
| Language | English |
| Publisher | Springer Milan |
| Publisher Date | 2014-08-06 |
| Publisher Place | Milan |
| Access Restriction | One Nation One Subscription (ONOS) |
| Subject Keyword | Stability and convergence of numerical methods Stabilised finite element method Symmetric tensor Reissner-Mindlin plate Numerical Analysis Symmetric formulation Theory of Computation Finite elements, Rayleigh-Ritz and Galerkin methods, finite methods |
| Content Type | Text |
| Resource Type | Article |
| Subject | Algebra and Number Theory Computational Mathematics |
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