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

2023
[ 1 ]Mang, H.A.; Lackner, R.; Meschke, G.; Mosler, J.
Computational Modeling of Concrete Structures
Comprehensive Structural Integrity, 2023
[ DOI ]
[ 2 ]Joern Mosler; Guenther Meschke; Mang, Herbert A.; Lackner, Roman
Computational modeling of concrete structures
Comprehensive structural integrity, 2023-04-28
[ DOI ]
2004
[ 3 ]Joern Mosler; Guenther Meschke
Embedded crack vs. smeared crack models
Computer methods in applied mechanics and engineering, 2004
[ DOI ]
2003
[ 4 ]Joern Mosler; Guenther Meschke
Numerical analysis of anchor pull-out tests using a rotating embedded crack model
Computational plasticity VII, 2003
[ DOI ]
[ 5 ]Joern Mosler; Guenther Meschke
3D modelling of strong discontinuities in elastoplastic solids
International journal for numerical methods in engineering, 2003
[ DOI ]
[ 6 ]Dumstorff, Peter; Joern Mosler; Guenther Meschke
Advanced discretization methods for cracked structures
Computational plasticity VII, 2003
[ DOI ]
[ 7 ]Guenther Meschke; Joern Mosler; Mang, Herbert A.; Lackner, Roman
3.10 - Computational modeling of concrete structures
Comprehensive structural integrity, 2003
[ DOI ]
2002
[ 8 ]Joern Mosler; Guenther Meschke
A comparison of embedded discontinuity approaches with fracture energy based smeared crack models
Proceedings CD of the Fifth World Congress on Computational Mechanics, 2002
[ DOI ]
2001
[ 9 ]Joern Mosler; Guenther Meschke
An elastoplastic-damage model for quasi brittle materials in the framework of the strong discontinuity approach
Fracture mechanics of concrete structures, 2001
[ DOI ]
[ 10 ]Joern Mosler; Guenther Meschke
Analysis of mode I failure in brittle materials using the strong discontinuity approach with higher order elements
Solids, structures and coupled problems in engineering, 2001
[ DOI ]
2000
[ 11 ]Joern Mosler; Guenther Meschke
3D FE analysis of cracks by means of the strong discontinuity approach
ECCOMAS 2000, European Congress on Computational Methods in Applied Sciences and Engineering, 2000
[ DOI ]