| A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains P Betsch, F Gruttmann, E Stein Computer Methods in Applied Mechanics and Engineering 130 (1-2), 57-79, 1996 | 315 | 1996 |
| A continuum based three-dimensional shell element for laminated structures S Klinkel, F Gruttmann, W Wagner Computers & Structures 71 (1), 43-62, 1999 | 295 | 1999 |
| Shear correction factors in Timoshenko's beam theory for arbitrary shaped cross-sections F Gruttmann, W Wagner Computational mechanics 27 (3), 199-207, 2001 | 275 | 2001 |
| A robust non-linear solid shell element based on a mixed variational formulation S Klinkel, F Gruttmann, W Wagner Computer methods in applied mechanics and engineering 195 (1-3), 179-201, 2006 | 218 | 2006 |
| Theory and numerics of three‐dimensional beams with elastoplastic material behaviour F Gruttmann, R Sauer, W Wagner International Journal for Numerical Methods in Engineering 48 (12), 1675-1702, 2000 | 196 | 2000 |
| A robust non‐linear mixed hybrid quadrilateral shell element W Wagner, F Gruttmann International journal for numerical methods in engineering 64 (5), 635-666, 2005 | 162 | 2005 |
| Theory and finite element formulation of rubberlike membrane shells using principal stretches F Gruttmann, RL Taylor International Journal for Numerical Methods in Engineering 35 (5), 1111-1126, 1992 | 150 | 1992 |
| A simple orthotropic finite elasto–plasticity model based on generalized stress–strain measures J Schröder, F Gruttmann, J Löblein Computational Mechanics 30, 48-64, 2002 | 128 | 2002 |
| Shear stresses in prismatic beams with arbitrary cross‐sections F Gruttmann, R Sauer, W Wagner International journal for numerical methods in engineering 45 (7), 865-889, 1999 | 128 | 1999 |
| Elastoplastic orthotropy at finite strains: multiplicative formulation and numerical implementation B Eidel, F Gruttmann Computational Materials Science 28 (3-4), 732-742, 2003 | 114 | 2003 |
| Thin shells with finite rotations formulated in Biot stresses: Theory and finite element formulation P Wriggers, F Gruttmann International Journal for Numerical Methods in Engineering 36 (12), 2049-2071, 1993 | 110 | 1993 |
| Theory and numerics of thin elastic shells with finite rotations F Gruttmann, E Stein, P Wriggers Archive of Applied Mechanics 59 (1), 54-67, 1989 | 108 | 1989 |
| A geometrical nonlinear eccentric 3D-beam element with arbitrary cross-sections F Gruttmann, R Sauer, W Wagner Computer Methods in Applied Mechanics and Engineering 160 (3-4), 383-400, 1998 | 106 | 1998 |
| Structural analysis of composite laminates using a mixed hybrid shell element F Gruttmann, W Wagner Computational Mechanics 37, 479-497, 2006 | 105 | 2006 |
| A linear quadrilateral shell element with fast stiffness computation F Gruttmann, W Wagner Computer Methods in Applied Mechanics and Engineering 194 (39-41), 4279-4300, 2005 | 90 | 2005 |
| A mixed shell formulation accounting for thickness strains and finite strain 3d material models S Klinkel, F Gruttmann, W Wagner International journal for numerical methods in engineering 74 (6), 945-970, 2008 | 89 | 2008 |
| A stabilized one‐point integrated quadrilateral Reissner–Mindlin plate element F Gruttmann, W Wagner International Journal for Numerical Methods in Engineering 61 (13), 2273-2295, 2004 | 80 | 2004 |
| A simple finite rotation formulation for composite shell elements W Wagner, F Gruttmann Engineering Computations 11 (2), 145-176, 1994 | 77 | 1994 |
| A coupled two‐scale shell model with applications to layered structures F Gruttmann, W Wagner International Journal for Numerical Methods in Engineering 94 (13), 1233-1254, 2013 | 71 | 2013 |
| Delamination growth analysis in laminated structures with continuum-based 3D-shell elements and a viscoplastic softening model W Sprenger, F Gruttmann, W Wagner Computer Methods in Applied Mechanics and Engineering 185 (2-4), 123-139, 2000 | 64 | 2000 |
Werner WagnerProfessor für Baustatik, Karlsruher Institut für TechnologieVerified email at kit.edu
