Bastian Oesterle
Bastian Oesterle
Postdoc, Institute for Structural Mechanics, Universität Stuttgart
Bestätigte E-Mail-Adresse bei ibb.uni-stuttgart.de
TitelZitiert vonJahr
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
2012013
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
452016
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
302017
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
82018
Vermeidung geometrischer Locking-Effekte bei isogeometrischen finiten Elementen
B Oesterle
Diplomarbeit, Institut für Baustatik, Universität Stuttgart, 2011
32011
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
12018
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
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
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
Locking Free Isogeometric Structural Elements Preserving Sparsity of Stiffness Matrices
B Oesterle, E Ramm, M Bischoff
On some results for buckling and wrinkling analysis of thin shells and membranes with isogeometric methods
B Oesterle, F Geigera, M Fröhlichb, M Bischoffa
Intrinsically Locking-free Shell Formulations and Their Performance on Unstructured Meshes
M Bischoff, B Oesterle, S Bieber, E Ramm
Using general material constitutive relations in numerical methods for structural models: algorithms and variational basis
I Romero, D Portillo, B Oesterle
A Discretization Independent Methodology for Mixed Methods
S Bieber, B Oesterle, E Ramm, M Bischoff
Isogeometric Analyses of Beams and Shells
B Oesterle, R Echter, M Bischoff, E Ramm
Advances in Isogeometric Analyses–(a) Contact,(b) Beams and Shells
ME Matzen, B Oesterle, E Ramm, M Bischoff
Hierarchic Isogeometric Large Rotation Shell Elements Including Linearized Transverse Shear Parametrization
R Sachse, B Oesterle, E Ramm, M Bischoff
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