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Robin Pfefferkorn
Robin Pfefferkorn
Research Assistant, Karlsruhe Institute of Technology (KIT)
Verified email at kit.edu
Title
Cited by
Cited by
Year
Improving efficiency and robustness of enhanced assumed strain elements for nonlinear problems
R Pfefferkorn, S Bieber, B Oesterle, M Bischoff, P Betsch
International Journal for Numerical Methods in Engineering 122 (8), 1911-1939, 2021
252021
Extension of the enhanced assumed strain method based on the structure of polyconvex strain‐energy functions
R Pfefferkorn, P Betsch
International Journal for Numerical Methods in Engineering 121 (8), 1695-1737, 2020
192020
On transformations and shape functions for enhanced assumed strain elements
R Pfefferkorn, P Betsch
International Journal for Numerical Methods in Engineering 120 (2), 231-261, 2019
152019
Hourglassing‐and locking‐free mesh distortion insensitive Petrov–Galerkin EAS element for large deformation solid mechanics
R Pfefferkorn, P Betsch
International Journal for Numerical Methods in Engineering 124 (6), 1307-1343, 2023
122023
Mesh distortion insensitive and locking‐free Petrov–Galerkin low‐order EAS elements for linear elasticity
R Pfefferkorn, P Betsch
International Journal for Numerical Methods in Engineering 122 (23), 6924-6954, 2021
92021
Locking-free mixed finite element methods and their spurious hourglassing patterns
M Hille, R Pfefferkorn, P Betsch
Current Trends and Open Problems in Computational Mechanics, 181-194, 2022
62022
Open issues on the eas method and mesh distortion insensitive locking-free low-order unsymmetric eas elements
R Pfefferkorn, P Betsch
14th WCCM-ECCOMAS Congress 2020: Collection of papers presented at the 14th …, 2021
42021
Transformations and enhancement approaches for the large deformation EAS method
R Pfefferkorn, P Betsch
PAMM 19 (1), e201900135, 2019
12019
EAS Elements for Solid Mechanics: Mesh Distortion Insensitive and Hourglassing-Free Formulations with Increased Robustness
R Pfefferkorn
KIT Scientific Publishing, 2023
2023
EAS Elements for Solid Mechanics
R PFEFFERKORN
OPEN ISSUES ON THE EAS METHOD AND MESH DISTORTION INSENSITIVE LOCKING-FREE LOW-ORDER UNSYMMETRIC EAS ELEMENTS
F Chinesta, R Abgrall, O Allix
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