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| DOI | 10.1137/22M1498838 | ||||
| Año | 2023 | ||||
| Tipo | artículo de investigación |
Citas Totales
Autores Afiliación Chile
Instituciones Chile
% Participación
Internacional
Autores
Afiliación Extranjera
Instituciones
Extranjeras
We present a discontinuous Petrov-Galerkin method with optimal test functions for the Reissner-Mindlin plate bending model. Our method is based on a variational formulation that utilizes a Helmholtz decomposition of the shear force. It produces approximations of the primitive variables and the bending moments. For any canonical selection of boundary conditions the method converges quasi-optimally. In the case of hard-clamped convex plates, we prove that the lowest-order scheme is locking free. Several numerical experiments confirm our results.
| Ord. | Autor | Género | Institución - País |
|---|---|---|---|
| 1 | Fuhrer, Thomas | Hombre |
Facultad de Matemáticas - Chile
Pontificia Universidad Católica de Chile - Chile |
| 2 | Heuer, N. | Hombre |
Facultad de Matemáticas - Chile
Pontificia Universidad Católica de Chile - Chile |
| 3 | Niemi, Antti H. | Hombre |
Oulun Yliopisto - Finlandia
Univ Oulu - Finlandia |
| Fuente |
|---|
| Fondo Nacional de Desarrollo Científico y Tecnológico |
| ANID-Chile |
| ANID-Chile through FONDECYT |
| Agradecimiento |
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| *Received by the editors May 26, 2022; accepted for publication (in revised form) November 10, 2022; published electronically April 26, 2023. https://doi.org/10.1137/22M1498838 Funding: The work of the authors was supported by ANID-Chile through FONDECYT projects 1190009, 1210391. \dagger Facultad de Matem\a'ticas, Pontificia Universidad Cato\'lica de Chile, Santiago, Chile (tofuhrer@ mat.uc.cl, nheuer@mat.uc.cl). \ddagger Civil Engineering Research Unit, Faculty of Technology, University of Oulu, Pentti Kaiteran katu 1, 90570 Oulu, Finland (antti.niemi@oulu.fi). 995 |
| Funding: The work of the authors was supported by ANID-Chile through FONDECYT projects 1190009, 1210391. |