journal article·2009-08Open access

A one-field discontinuous Galerkin formulation of non-linear Kirchhoff-Love shells

L. Noels

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.
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Research context

OpenAlex topics: Advanced Numerical Methods in Computational Mathematics · Electromagnetic Simulation and Numerical Methods · Numerical methods in engineering

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References (13)

Show source-provided references
1. 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, 2007.10.1088/0965-0393/15/4/S06 ↗
2. A. Ten Eyck and A. Lew. Discontinuous Galerkin methods for non-linear elasticity. International Journal for Numerical Methods in Engineering, 67: 1204–1243, 2006.10.1002/nme.1667 ↗
3. 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, 2006.10.1002/nme.1699 ↗
4. 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, 2008.10.1002/nme.2213 ↗
5. 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.
6. 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, 2002.10.1016/S0045-7825(02)00286-4 ↗
7. P. Hansbo and M.G. Larson. A discontinuous Galerkin method for the plate equation. CALCOLO, 39:41–59, 2002.10.1007/s100920200001 ↗
8. 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, 2007.10.1016/j.cma.2007.03.008 ↗
9. L. Noels and R. Radovitzky. A new discontinuous Galerkin method for kirchhoff-love shells. Computer Methods in Applied Mechanics and Engineering, 197:2901–2929, 2008.10.1016/j.cma.2008.01.018 ↗
10. L. Noels. A discontinuous galerkin formulation of non-linear kirchhoff-love shells. International Journal for Numerical Methods in Engineering, page Accepted, 2008.10.1002/nme.2489 ↗
11. 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, 1989.10.1016/0045-7825(89)90002-9 ↗
12. 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, 2000.10.1007/s004660050003 ↗
13. 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, 2005.10.1002/nme.1389 ↗