Abstract
Spatially-discontinuous Galerkin methods constitute a generalization of weak formulations, which allow for discontinuities of the problem unknowns in its domain interior. This is particularly appealing for problems involving high-order derivatives, since discontinuous Galerkin (DG) methods can also be seen as a means of enforcing higher-order continuity requirements. Recently, DG formulations of linear and non-linear Kirchhoff-Love shell theories have been proposed. This new one-field formulations take advantage of the weak enforcement in such a way that the displacements are the only discrete unknowns, while the C1 continuity is enforced weakly. The Resulting one field formulation is a simple and efficient method to model thin structures and can be applied to various computational methods.
References
MGD Geers, EWC Coenen, and VG Kouznetsova. Multi-scale computational homogenization of structured thin sheets. Modelling and Simulation in Materials Science and Engineering, 15:S393–S404, 2007.
A. Ten Eyck and A. Lew. Discontinuous Galerkin methods for non-linear elasticity. International Journal for Numerical Methods in Engineering, 67: 1204–1243, 2006.
L. Noels and R. Radovitzky. A general discontinuous Galerkin method for finite hyperelasticity. Formulation and numerical applications. International Journal for Numerical Methods in Engineering, 68(1):64–97, 2006.
L. Noels and R. Radovitzky. An explicit discontinuous Galerkin method for non-linear solid dynamics. Formulation, parallel implementation and scalability properties. International Journal for Numerical Methods in Engineering, 74:1393–1420, 2008.
A. Ten Eyck, A. Celiker, and A. Lew. Adaptive stabilization of discontinuous galerkin methods for nonlinear elasticity: Motivation, formulation and numerical examples. Computer Methods in Applied Mechanics and Engineering, 197:–, 2008.
G Engel, K. Garikipati, T.J.R. Hughes, M.G. Larson, L Mazzei, and RL Taylor. Continuous/discontinuous finite element approximations of fourth-order elliptic problems in structural and continuum mechanics with applications to thin beams and plates. Computer Methods in Applied Mechanics and Engineering, 191:3669–3750, 2002.
P. Hansbo and M.G. Larson. A discontinuous Galerkin method for the plate equation. CALCOLO, 39:41–59, 2002.
G.N. Wells and N.T. Dung. A C0 discontinuous Galerkin formulation for Kirchhoff plates. Computer Methods in Applied Mechanics and Engineering, 196:3370–3380, 2007.
L. Noels and R. Radovitzky. A new discontinuous Galerkin method for kirchhoff-love shells. Computer Methods in Applied Mechanics and Engineering, 197:2901–2929, 2008.
L. Noels. A discontinuous galerkin formulation of non-linear kirchhoff-love shells. International Journal for Numerical Methods in Engineering, page Accepted, 2008.
J.C. Simo and D.D. Fox. On a stress resultant geometrically exact shell model. Part I: formulation and optimal parametrization. Computer Methods in Applied Mechanics and Engineering, 72:267–304, 1989.
C. Sansour and F.G. Kollman. Families of 4-node and 9-node finite elements for a finite deformation shell theory. An assessment of hybrid stress, hybrid strain and enhanced strain elements. Computational Mechanics, 24:435–447, 2000.
P.M.A. Areias, J.-H. Song, and T. Belytschko. A finite strain quadrilateral shell element based on discrete kirchhoff-love constraints. International Journal for Numerical Methods in Engineering, 64: 1166–1206, 2005.
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Noels, L. A one-field discontinuous Galerkin formulation of non-linear Kirchhoff-Love shells. Int J Mater Form 2 (Suppl 1), 877 (2009). https://doi.org/10.1007/s12289-009-0448-2
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DOI: https://doi.org/10.1007/s12289-009-0448-2