TY  - JOUR
A1  - Unger, Jörg F.
A1  - Könke, Carsten
T1  - Coupling of scales in a multiscale simulation using neural networks
JF  - Computers & Structures
N2  - Coupling of scales in a multiscale simulation using neural networks
KW  - Angewandte Mathematik
KW  - Strukturmechanik
Y1  - 2008
ER  - 
TY  - JOUR
A1  - Eckardt, Stefan
A1  - Könke, Carsten
T1  - Adaptive damage simulation of concrete using heterogeneous multiscale models
JF  - Journal of Algorithms & Computational Technology
N2  - Adaptive damage simulation of concrete using heterogeneous multiscale models
KW  - Angewandte Mathematik
KW  - Strukturmechanik
Y1  - 2008
SP  - 275
EP  - 297
ER  - 
TY  - JOUR
A1  - Luther, Torsten
A1  - Könke, Carsten
T1  - Polycrystal models for the analysis of intergranular crack growth in metallic materials
JF  - Engineering Fracture Mechanics
N2  - Polycrystal models for the analysis of intergranular crack growth in metallic materials
KW  - Angewandte Mathematik
KW  - Strukturmechanik
Y1  - 2009
SP  - 2332
EP  - 2343
ER  - 
TY  - JOUR
A1  - Nasser, Mourad
A1  - Schwedler, Michael
A1  - Wuttke, Frank
A1  - Könke, Carsten
T1  - Seismic analysis of structural response using simplified soil-structure interaction models
JF  - Bauingenieur, D-A-CH-Mitteilungsblatt
N2  - Seismic analysis of structural response using simplified soil-structure interaction models
KW  - Angewandte Mathematik
KW  - Strukturmechanik
Y1  - 2010
ER  - 
TY  - JOUR
A1  - Könke, Carsten
A1  - Eckardt, Stefan
A1  - Häfner, Stefan
A1  - Luther, Torsten
A1  - Unger, Jörg F.
T1  - Multiscale simulation methods in damage prediction of brittle and ductile materials
JF  - International Journal for Multiscale Computational Engineering
N2  - Multiscale simulation methods in damage prediction of brittle and ductile materials
KW  - Angewandte Mathematik
KW  - Strukturmechanik
Y1  - 2010
SP  - 17
EP  - 36
ER  - 
TY  - JOUR
A1  - Luther, Torsten
A1  - Könke, Carsten
T1  - Coupled cohesive zone representations from 3D quasicontinuum simulation on aluminum grain boundaries
JF  - International Journal for Multiscale Computational Engineering
N2  - Coupled cohesive zone representations from 3D quasicontinuum simulation on aluminum grain boundaries
KW  - Angewandte Mathematik
KW  - Strukturmechanik
Y1  - 2010
ER  - 
TY  - JOUR
A1  - Schrader, Kai
A1  - Könke, Carsten
T1  - Hybrid computing models for large-scale heterogeneous 3d microstructures
JF  - International Journal for Multiscale Computational Engineering
N2  - Hybrid computing models for large-scale heterogeneous 3d microstructures
KW  - Angewandte Mathematik
KW  - Strukturmechanik
Y1  - 2011
SP  - 365
EP  - 377
ER  - 
TY  - JOUR
A1  - Schrader, Kai
A1  - Könke, Carsten
T1  - Distributed computing for the nonlinear analysis of multiphase composites
JF  - Advances in Engineering Software
N2  - Distributed computing for the nonlinear analysis of multiphase composites
KW  - Angewandte Mathematik
KW  - Strukturmechanik
Y1  - 2013
SP  - 20
EP  - 32
ER  - 
TY  - JOUR
A1  - Luu, M.
A1  - Martinez-Rodrigo, M.D.
A1  - Zabel, Volkmar
A1  - Könke, Carsten
T1  - H∞ optimization of fluid viscous dampers for reducing vibrations of high-speed railway bridges
JF  - Journal of Sound and Vibration
N2  - H∞ optimization of fluid viscous dampers for reducing vibrations of high-speed railway bridges
KW  - Angewandte Mathematik
KW  - Strukturmechanik
Y1  - 2014
SP  - 2421
EP  - 2442
ER  - 
TY  - CHAP
A1  - Unger, Jörg F.
A1  - Könke, Carsten
ED  - Gürlebeck, Klaus
ED  - Könke, Carsten
T1  - DISCRETE CRACK SIMULATION OF CONCRETE USING THE EXTENDED FINITE ELEMENTMETHOD
N2  - The extended finite element method (XFEM) offers an elegant tool to model material discontinuities and cracks within a regular mesh, so that the element edges do not necessarily coincide with the discontinuities. This allows the modeling of propagating cracks without the requirement to adapt the mesh incrementally. Using a regular mesh offers the advantage, that simple refinement strategies based on the quadtree data structure can be used to refine the mesh in regions, that require a high mesh density. An additional benefit of the XFEM is, that the transmission of cohesive forces through a crack can be modeled in a straightforward way without introducing additional interface elements. Finally different criteria for the determination of the crack propagation angle are investigated and applied to numerical tests of cracked concrete specimens, which are compared with experimental results.
KW  - Architektur <Informatik>
KW  - CAD
KW  - Computerunterstütztes Verfahren
Y1  - 2006
U6  - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170327-30303
UR  - http://euklid.bauing.uni-weimar.de/ikm2006/index.php_lang=de&what=papers.html
ER  -