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Manfred Bischoff
Manfred Bischoff
Institut für Baustatik und Baudynamik, Universität Stuttgart
Verified email at ibb.uni-stuttgart.de - Homepage
Title
Cited by
Cited by
Year
A unified approach for shear-locking-free triangular and rectangular shell finite elements
KU Bletzinger, M Bischoff, E Ramm
Computers & Structures 75 (3), 321-334, 2000
4762000
Shear deformable shell elements for large strains and rotations
M Bischoff, E Ramm
International Journal for Numerical Methods in Engineering 40 (23), 4427-4449, 1997
4471997
Models and finite elements for thin‐walled structures
M Bischoff, KU Bletzinger, WA Wall, E Ramm
Encyclopedia of computational mechanics, 2004
3152004
A hierarchic family of isogeometric shell finite elements
R Echter, B Oesterle, M Bischoff
Computer Methods in Applied Mechanics and Engineering 254, 170-180, 2013
2742013
Numerical efficiency, locking and unlocking of NURBS finite elements
R Echter, M Bischoff
Computer Methods in Applied Mechanics and Engineering 199 (5-8), 374-382, 2010
2012010
On the physical significance of higher order kinematic and static variables in a three-dimensional shell formulation
M Bischoff, E Ramm
International Journal of Solids and Structures 37 (46-47), 6933-6960, 2000
1762000
Theorie und Numerik einer dreidimensionalen Schalenformulierung
M Bischoff
1321999
Nonlinear shell formulations for complete three-dimensional constitutive laws including composites and laminates
M Braun, M Bischoff, E Ramm
Computational Mechanics 15 (1), 1-18, 1994
1321994
The discrete strain gap method and membrane locking
F Koschnick, M Bischoff, N Camprubí, KU Bletzinger
Computer Methods in Applied Mechanics and Engineering 194 (21-24), 2444-2463, 2005
922005
A class of equivalent enhanced assumed strain and hybrid stress finite elements
M Bischoff, E Ramm, D Braess
Computational Mechanics 22 (6), 443-449, 1999
861999
A point to segment contact formulation for isogeometric, NURBS based finite elements
ME Matzen, T Cichosz, M Bischoff
Computer Methods in Applied Mechanics and Engineering 255, 27-39, 2013
852013
A deformation dependent stabilization technique, exemplified by EAS elements at large strains
WA Wall, M Bischoff, E Ramm
Computer Methods in Applied Mechanics and Engineering 188 (4), 859-871, 2000
632000
A shear deformable, rotation-free isogeometric shell formulation
B Oesterle, E Ramm, M Bischoff
Computer Methods in Applied Mechanics and Engineering 307, 235-255, 2016
602016
Flectofold—a biomimetic compliant shading device for complex free form facades
A Körner, L Born, A Mader, R Sachse, S Saffarian, AS Westermeier, ...
Smart Materials and Structures 27 (1), 017001, 2017
552017
Consistent treatment of boundaries with mortar contact formulations using dual Lagrange multipliers
T Cichosz, M Bischoff
Computer Methods in Applied Mechanics and Engineering 200 (9-12), 1317-1332, 2011
492011
Hierarchic isogeometric large rotation shell elements including linearized transverse shear parametrization
B Oesterle, R Sachse, E Ramm, M Bischoff
Computer Methods in Applied Mechanics and Engineering 321, 383-405, 2017
442017
Stabilized DSG plate and shell elements
M Bischoff, KU Bletzinger
Trends in computational structural mechanics, 2001
442001
The implementation of adaptive elements into an experimental high‐rise building
S Weidner, C Kelleter, P Sternberg, W Haase, F Geiger, T Burghardt, ...
Steel Construction 11 (2), 109-117, 2018
392018
Buckling analysis of imperfect I-section beam-columns with stochastic shell finite elements
D Schillinger, V Papadopoulos, M Bischoff, M Papadrakakis
Computational Mechanics 46 (3), 495-510, 2010
392010
On the mathematical foundation of the (1, 1, 2)-platemodel
A Rössle, M Bischoff, W Wendland, E Ramm
International Journal of Solids and Structures 36 (14), 2143-2168, 1999
361999
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