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Bastian Oesterle
Bastian Oesterle
Professor, Institute for Structural Analysis, Hamburg University of Technology
Verified email at tuhh.de
Title
Cited by
Cited by
Year
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
3342013
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
852016
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
682017
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
482020
A variational method to avoid locking—independent of the discretization scheme
S Bieber, B Oesterle, E Ramm, M Bischoff
International Journal for Numerical Methods in Engineering 114 (8), 801-827, 2018
402018
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, 1911–1939, 2021
252021
Structural models based on 3D constitutive laws: variational structure and numerical solution
D Portillo, B Oesterle, R Thierer, M Bischoff, I Romero
Computer Methods in Applied Mechanics and Engineering 362, 112872, 2020
112020
A study on the approximation power of NURBS and the significance of exact geometry in isogeometric pre-buckling analyses of shells
B Oesterle, F Geiger, D Forster, M Fröhlich, M Bischoff
Computer Methods in Applied Mechanics and Engineering 397, 115144, 2022
92022
Intrinsically locking‐free formulations for isogeometric beam, plate and shell analysis
B Oesterle, S Bieber, R Sachse, E Ramm, M Bischoff
PAMM 18 (1), e201800399, 2018
52018
Vermeidung geometrischer Locking-Effekte bei isogeometrischen finiten Elementen
B Oesterle
Diplomarbeit, Institut für Baustatik, Universität Stuttgart, 2011
42011
Intrinsisch lockingfreie Schalenformulierungen
B Oesterle
Stuttgart: Institut für Baustatik und Baudynamik, Universität Stuttgart, 2018
32018
Transverse shear parametrization in hierarchic large rotation shell formulations
R Thierer, B Oesterle, E Ramm, M Bischoff
International Journal for Numerical Methods in Engineering, e7443, 2024
12024
Finite element technology-based selective mass scaling for shear deformable strucural element formulations
B Oesterle, A Tkachuk, M Bischoff
9th International Conference on Computational Methods in Structural Dynamics …, 2023
12023
Finite element technology-based selective mass scaling for explicit dynamic analyses of thin-walled structures using solid elements
M Hoffmann, A Tkachuk, M Bischoff, B Oesterle
9 th ECCOMAS Thematic Conference on Computational Methods in Structural …, 2023
12023
Strategy for Preventing Membrane Locking Through Reparametrization
S Bieber, B Oesterle, M Bischoff, E Ramm
Current Trends and Open Problems in Computational Mechanics, 61-73, 2022
12022
Intrinsically Selective Mass Scaling with Hierarchic Structural Element Formulations
B Oesterle, J Trippmacher, A Tkachuk, M Bischoff
VI ECCOMAS Young Investigators Conference YIC2021, 2021
12021
Hierarchische Formulierungen für statische und dynamische Analysen von Flächentragwerken
B Oesterle, R Thierer, LM Krauß, M Bischoff
2024
Berichte der Fachtagung Baustatik-Baupraxis 14: 23. und 24. März 2020, Universität Stuttgart
M Bischoff, M Scheven, B Oesterle
Stuttgart: Institut für Baustatik und Baudynamik, Universität Stuttgart, 2020
2020
Einfluss der Geometrieapproximation auf die Stabilitätsanalyse von Schalentragwerken
S Roth, M Fröhlich, F Geiger, B Oesterle, M Bischoff
Forschungskolloquium 2018 Grasellenbach: Baustatik-Baupraxis eV, 71-73, 2018
2018
Isogeometric analysis with hierarchic shell elements–intrinsically free from locking by alternative parametrizations
B Oesterle, R Sachse, S Bieber, E Ramm, M Bischoff
Proceedings of IASS Annual Symposia 2017 (8), 1-9, 2017
2017
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