2009
DOI: 10.1007/s12289-009-0448-2
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A one-field discontinuous Galerkin formulation of non-linear Kirchhoff-Love shells

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 advanta… Show more

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“…In particular, dG formulations and investigations have been proposed for the linear analysis of: (i) plates, modelled by the Kircchoff [37,38,39] and Mindlin-Reissner [40,41,42] first order theories; (ii) shells studied by using the Kircchoff-Love [43], Koiter [44] and Reissner-Mindlin [45] first order theories. As regard the non-linear regime, dG methods have been employed for the solution of: (i) Kircchoff plates [46,47,48], (ii) Kircchoff-Love shells [49,50,51] and (iii) shear flexible shells modelled with the first order theory [52,53]. Also, refined shell models have been proposed for both the linear [54] and nonlinear [55] analysis, based on finite elements built using a dG approach along the thickness direction.…”
Section: Introductionmentioning
confidence: 99%
“…In particular, dG formulations and investigations have been proposed for the linear analysis of: (i) plates, modelled by the Kircchoff [37,38,39] and Mindlin-Reissner [40,41,42] first order theories; (ii) shells studied by using the Kircchoff-Love [43], Koiter [44] and Reissner-Mindlin [45] first order theories. As regard the non-linear regime, dG methods have been employed for the solution of: (i) Kircchoff plates [46,47,48], (ii) Kircchoff-Love shells [49,50,51] and (iii) shear flexible shells modelled with the first order theory [52,53]. Also, refined shell models have been proposed for both the linear [54] and nonlinear [55] analysis, based on finite elements built using a dG approach along the thickness direction.…”
Section: Introductionmentioning
confidence: 99%