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
4462000
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
4331997
Models and finite elements for thin‐walled structures
M Bischoff, E Ramm, J Irslinger
Encyclopedia of Computational Mechanics Second Edition, 1-86, 2018
2822018
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
2402013
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
1842010
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
1712000
Theorie und Numerik einer dreidimensionalen Schalenformulierung
M Bischoff
1271999
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
1261994
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
852005
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
831999
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
782013
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
642000
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
552016
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
432017
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
422011
Stabilized DSG plate and shell elements
M Bischoff, KU Bletzinger
Trends in computational structural mechanics, 2001
422001
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
392017
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
352010
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
351999
On steady-state disturbance compensability for actuator placement in adaptive structures
JL Wagner, J Gade, M Heidingsfeld, F Geiger, M von Scheven, M Böhm, ...
at-Automatisierungstechnik 66 (8), 591-603, 2018
302018
The system can't perform the operation now. Try again later.
Articles 1–20