A general framework of constructing C 0 discontinuous Galerkin (CDG) methods is developed for solving the Kirchhoff plate bending problem, following some ideas in (Castillo et al., 2000) [10] and (Cockburn, 2003) [12]. The numerical traces are determined based on a discrete stability identity, which
A C0 discontinuous Galerkin formulation for Kirchhoff plates
β Scribed by Garth N. Wells; Nguyen Tien Dung
- Publisher
- Elsevier Science
- Year
- 2007
- Tongue
- English
- Weight
- 404 KB
- Volume
- 196
- Category
- Article
- ISSN
- 0045-7825
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β¦ Synopsis
A particular discontinuous Galerkin finite element formulation for the simulation of Kirchhoff plates is presented. It is rotation-free and utilises standard C 0 Lagrange finite element basis functions, with the required continuity imposed in a weak sense across element boundaries. The implications of the scheme in terms of coercivity and convergence of the Galerkin problem in various norms are studied, with the formulation shown to be stable for any positive value of a penalty parameter. A priori error estimates are supported by a range of numerical examples. Properties of the approach for the important eigenvalue problems of plate buckling and vibration are also examined through numerical examples. Based on the results of the analysis and numerical examples, it is concluded that the formulation is robust, accurate and relatively simple.
π SIMILAR VOLUMES
A curved triangular element is presented for thin Kirchhoff plates. A mixed, two-field formulation is used, based upon the Marcus decomposition, in which the familiar biharmonic equation is supplanted by a pair of coupled Poisson-type equations. Several examples of simply supported plates are given
A discontinuous Galerkin formulation is developed and analyzed for the cases of classical and gradient plasticity. The model of gradient plasticity is based on the von Mises yield function, in which dependence is on the isotropic hardening parameter and its Laplacian. The problem takes the form of a