Ruhr University Bochum
Institute for Structural Mechanics

Universitätsstraße 150
44801 Bochum

Email:
Tel: 0234 /

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Lectures


  • UI Bachelor

  • Statik und Tragwerkslehre A (UI-B03)
  • BI Bachelor

  • Statik und Tragwerkslehre A (BI-11)
  • Statik und Tragwerkslehre B (BI-15)
  • BI Master

  • AFEM - Angewandte statische und dynamische Tragwerkssimulationen (BI-WP06)
  • IFEM - Inelastic Finite Element Methods for Structures (BI-WP59)
  • LFEM - Finite Elemente Methoden (BI-P08)
  • NFEM - Nonlinear Finite Element Methods for Structures (BI-WP05)
  • OFEM - Computational Structural Optimization (BI-W74)
  • PFEM - Objektorientierte Modellierung und Programmierung der FEM (BI-W74)
  • RANMS - Recent Advances in Numerical Modelling and Simulation (BI-W35)
  • RFEM - Recent Advances in Numerical Modelling and Simulation (BI-W35)
  • SFEM - Computational Modeling of Membranes and Shells (BI-WP57)
  • TFEM - Transient Finite Element and Finite Difference Methods (BI-WP60)
  • UFEM - Uncertainty Quantification in FE Analyses with Surrogate Modeling (BI-WP58)
  • CompEng

  • AFEM - Applied Computational Simulations of Structures (CE-WP11)
  • Computational Modeling of Membranes and Shells (CE-WP16)
  • Finite Element Methods in Linear Structural Mechanics (CE-P05)
  • Inelastic Finite Element Methods for Structures (CE-WP06)
  • NFEM - Nonlinear Finite Element Methods for Structures (CE-WP04)
  • PFEM - Object-oriented Modelling & Implementation of Structural Analysis Software (BI-W39, CE-WP10)
  • TFEM - Transient Finite Elemen and Finite Difference Methods (CE-WP30)
  • Uncertainty Quantification in FE Analyses with Surrogate Modeling (CE-WP29)
  • Subsurface

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

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 ]