Universit¨at Karlsruhe (TH) Institut fur¨ Baustatik A mixed shell formulation accounting for thickness strains and finite strain 3d-material models S. Klinkel, F. Gruttmann, W. Wagner Mitteilung 4(2006) BAUSTATIK Universit¨at Karlsruhe (TH) Institut fur¨ Baustatik A mixed shell formulation accounting for thickness strains and finite strain 3d-material models S. Klinkel, F. Gruttmann, W. Wagner Mitteilung 4(2006) BAUSTATIK Prof. Dr.–Ing. W. Wagner Telefon: (0721) 608–2280 Institut fur¨ Baustatik Telefax: (0721) 608–6015 c Universit¨at Karlsruhe E–mail:
[email protected] Postfach 6980 Internet: http://www.bs.uni-karlsruhe.de 76128 Karlsruhe A mixed shell formulation accounting for thickness strains and finite strain 3d-material models Sven Klinkel∗, Friedrich Gruttmann+, Werner Wagner∗ ∗ Institut f¨ur Baustatik, Universit¨at Karlsruhe (TH), Kaiserstr. 12, 76131 Karlsruhe, Germany + Institut f¨ur Werkstoffe und Mechanik im Bauwesen, Technische Universit¨at Darmstadt, Petersenstr. 12, 64287 Darmstadt, Germany Contents 1 Introduction 2 2 Variational formulation of the shell equations 4 3 Finite Element Equations 6 3.1 Interpolation of the initial and current reference surface ............. 6 3.2 Interpolation of the stress resultants ........................ 9 3.3 Interpolation of the shell strains .......................... 9 3.4 Linearized variational formulation ......................... 11 4 Examples 13 4.1 Membrane and bending patch test ......................... 14 4.2 Channel section cantilever with plasticity ..................... 14 4.3 Stretching of a rubber sheet ............................ 16 4.4 Square plate ..................................... 19 4.5 Conical shell ..................................... 21 5 Conclusions 23 A Finite element matrices B and kσ 24 B Non-linear constitutive equations 25 B.1 Hyper-elastic material ............................... 25 B.2 Finite strain J2-plasticity model .........................