Ruhr University Bochum
Institute for Structural Mechanics

Universitätsstraße 150
44801 Bochum

Email:
Tel: 0234 /

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Lectures


  • UI Bachelor

  • UI-B03 - Statik und Tragwerkslehre A

  • BI Bachelor

  • BI-11 - Statik und Tragwerkslehre A
  • BI-15 - Statik und Tragwerkslehre B

  • BI Master

  • A-FEM - Angewandte statische und dynamische Tragwerkssimulationen (BI-WP06)
  • BI-P08 - Finite Elemente Methoden
  • BI-WP57 - Computational Modeling of Membranes and Shells
  • BI-WP58 - Uncertainty Quantification in FE Analyses with Surrogate Modeling
  • BI-WP59 - Inelastic Finite Element Methods for Structures
  • N-FEM - Nonlinear Finite Element Methods for Structures (BI-WP05)
  • O-FEM - Objektorientierte Modellierung und Programmierung der FEM (BI-W39)
  • RANMS - Recent Advances in Numerical Modelling and Simulation (BI-W35)
  • T-FEM - Transient Finite Element and Finite Difference Methods (BI-WP60)

  • CompEng

  • A-FEM - Applied Computational Simulations of Structures (CE-WP11)
  • CE-P05 - Finite Element Methods in Linear Structural Mechanics
  • CE-WP06 - Inelastic Finite Element Methods for Structures
  • CE-WP16 - Computational Modeling of Membranes and Shells
  • CE-WP29 - Uncertainty Quantification in FE Analyses with Surrogate Modeling
  • N-FEM - Nonlinear Finite Element Methods for Structures (CE-WP04)
  • O-FEM - Object-oriented Modelling & Implementation of Structural Analysis Software (CE-WP10)
  • RANMS - Recent Advances in Numerical Modelling and Simulation (CE-W04)
  • T-FEM - Transient Finite Elemen and Finite Difference Methods (CE-WP30)

  • Subsurface

  • N-FEM - Nonlinear Finite Element Methods for Structures (SE-CO-23)
  • SE-C-2 - Finite Element Methods in Linear Structural Mechanics
  • SE-CO-20 - Inelastic Finite Element Methods for Structures
  • SE-O-17 - Uncertainty Quantification in FE Analyses with Surrogate Modeling

Publications

2007
[ 1 ]Guenther Meschke; Dumstorff, Peter
How does the crack know how to propagate?
Nonlocal modelling of failure of materials, 2007
[ DOI ]
[ 2 ]Guenther Meschke; Dumstorff, Peter; Fleming Petri, Wagner Carlos
Variational extended finite element model for cohesive cracks
IUTAM Symposium on Discretization Methods for Evolving Discontinuities, 2007
[ DOI ]
[ 3 ]Guenther Meschke; P. Dumstorff
Energy-based modeling of cohesive and cohesionless cracks via X-FEM
Computer Methods in Applied Mechanics and Engineering, 2007
[ DOI ]
[ 4 ]Guenther Meschke; Dumstorff, Peter
Energy-based modeling of cohesive and cohesionless cracks via X-FEM
Computer methods in applied mechanics and engineering, 2007
[ DOI ]
[ 5 ]Guenther Meschke; Dumstorff, Peter
Crack propagation criteria in the framework of X-FEM-based structural analyses
Special Issue: Advanced Models for fracture in Quasi-Brittle Materials, 2007
[ DOI ]
2006
[ 6 ]Guenther Meschke; Jox, Stefan; Dumstorff, Peter; Fleming Petri, Wagner Carlos
Numerical analysis of crack propagation in concrete structures using X-FEM
Computational modelling of concrete structures, 2006
[ DOI ]
[ 7 ]Meschke, G.; Dumstorff, P.; Fleming, W.; Jox, S.
Numerical analysis of crack propagation in concrete structures using X-FEM
Computational Modelling of Concrete Structures - Proceedings of EURO-C 2006, 2006
[ DOI ]
[ 8 ]Jox, Stefan; Guenther Meschke; Dumstorff, Peter
Aspects of crack propagation and hygro-mechanical coupling using X-FEM
III European Conference on Computational Mechanics, 2006
[ DOI ]
[ 9 ]Guenther Meschke; Jox, Stefan; Dumstorff, Peter; Fleming Petri, Wagner Carlos
Computational failure analysis of concrete structures using the extended finite element method
Neue Bauweisen, 2006
[ DOI ]
2005
[ 10 ]Guenther Meschke; Dumstorff, Peter
Modelling of cohesive and non-cohesive cracks via X-FEM based on global energy criteria
Computational plasticity, 2005
[ DOI ]
[ 11 ]Dumstorff, P.; Meschke, G.
Modelling of cohesive and non-cohesive cracks via X-FEM based on global energy criteria
Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII, 2005
[ DOI ]
[ 12 ]Guenther Meschke; Dumstorff, Peter
A global energy criterion for crack propagation using the extended finite element method
Abstract book, 2005
[ DOI ]
[ 13 ]Dumstorff, P.; Meschke, G.
Global energy criterion for crack propagation using the extended finite element method
11th International Conference on Fracture 2005, ICF11, 2005
[ DOI ]
2004
[ 14 ]Dumstorff, P.; Meschke, G.
Investigation of crack growth criteria in the context of the extended finite element ethod
ECCOMAS 2004 - European Congress on Computational Methods in Applied Sciences and Engineering, 2004
[ DOI ]
[ 15 ]Guenther Meschke; Dumstorff, Peter
Investigation of crack growth criteria in the context of the extended finite element method
Proceedings, 2004
[ DOI ]
[ 16 ]Meschke, G.; Dumstorff, P.; Bangert, F.; Kuhl, D.
Fracture and long-term deterioration of concrete structures: Discontinuous discretization concepts and ultiphase odels
ECCOMAS 2004 - European Congress on Computational Methods in Applied Sciences and Engineering, 2004
[ DOI ]
[ 17 ]Guenther Meschke; Bangert, Falko; Kuhl, Detlef; Dumstorff, Peter
Fracture and long-term deterioration of concrete structures
Proceedings, 2004
[ DOI ]
[ 18 ]Guenther Meschke; Dumstorff, Peter
Discontinuous representation of brittle failure
Modelling of cohesive-frictional materials, 2004
[ DOI ]
2003
[ 19 ]Dumstorff, Peter; Joern Mosler; Guenther Meschke
Advanced discretization methods for cracked structures
Computational plasticity VII, 2003
[ DOI ]
2001
[ 20 ]Guenther Meschke; Grasberger, Stefan; Flatten, Arnd Dietmar; Bangert, Falko; Kuhl, Detlef; Dumstorff, Peter
Life-time oriented multified FE-analyses of concrete structures
Solids, structures and coupled problems in engineering, 2001
[ DOI ]