| 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 | 292 | 2013 |
| 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 | 71 | 2016 |
| 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 | 51 | 2017 |
| 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 | 26 | 2018 |
| 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 | 24 | 2020 |
| 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 | 17 | 2021 |
| 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 | 4 | 2020 |
| 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 | 4 | 2018 |
| Vermeidung geometrischer Locking-Effekte bei isogeometrischen finiten Elementen B Oesterle Diplomarbeit, Institut für Baustatik, Universität Stuttgart, 2011 | 4 | 2011 |
| 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 | 2 | 2022 |
| 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 | | 2022 |
| Intrinsically Selective Mass Scaling with Hierarchic Structural Element Formulations B Oesterle, J Trippmacher, A Tkachuk, M Bischoff VI ECCOMAS Young Investigators Conference YIC2021, 2021 | | 2021 |
| 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 |
| Intrinsisch lockingfreie Schalenformulierungen B Oesterle Stuttgart: Institut für Baustatik und Baudynamik, Universität Stuttgart, 2018 | | 2018 |
| Einfluss der Geometrieapproximation auf die Stabilitätsanalyse von Schalentragwerken S Roth, M Fröhlich, F Geiger, B Oesterle, M Bischoff Forschungskolloquium 2018 Grasellenbach, 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 |
| Isogeometric analysis with hierarchic shell elements–intrinsically free from locking by alternative parameterization E Ramm, B Oesterle, M Bischoff Interfaces: Architecture, Engineering, Science, Annual Meeting of the …, 2017 | | 2017 |
| Hierarchic isogeometric analyses of beams and shells B Oesterle, M Bischoff, E Ramm Theoretical, Computational and Interdisciplinary Issues, 2016 | | 2016 |
| A Study on the Significance of Exact Geometry in Stability Analyses of Shells and Membranes F Geiger, B Oesterle, M Fröhlich, D Forster, M Bischoff | | |
| The role of linearized transverse shear strains in hierarchic isogeometric shell analysis R Thierer, T Willmann, B Oesterle, M Bischoff | | |
Manfred BischoffInstitut für Baustatik und Baudynamik, Universität StuttgartBestätigte E-Mail-Adresse bei ibb.uni-stuttgart.de
