关注
Manfred Bischoff
Manfred Bischoff
Institut für Baustatik und Baudynamik, Universität Stuttgart
在 ibb.uni-stuttgart.de 的电子邮件经过验证 - 首页
标题
引用次数
引用次数
年份
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
5482000
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
5051997
Models and finite elements for thin‐walled structures
M Bischoff, KU Bletzinger, WA Wall, E Ramm
Encyclopedia of computational mechanics, 2004
3902004
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
3412013
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
2362010
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
1852000
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
1521994
Theorie und Numerik einer dreidimensionalen Schalenformulierung
M Bischoff
1341999
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
1022005
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
1002013
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
981999
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
882016
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
842017
Snapping mechanics of the Venus flytrap (Dionaea muscipula)
R Sachse, A Westermeier, M Mylo, J Nadasdi, M Bischoff, T Speck, ...
Proceedings of the National Academy of Sciences 117 (27), 16035-16042, 2020
822020
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
772000
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
712017
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
622018
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
612018
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
542011
An isogeometric Reissner–Mindlin shell element based on Bézier dual basis functions: Overcoming locking and improved coarse mesh accuracy
Z Zou, MA Scott, D Miao, M Bischoff, B Oesterle, W Dornisch
Computer methods in applied mechanics and engineering 370, 113283, 2020
532020
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