![]() | Ruhr University Bochum Institute for Structural Mechanics Universitätsstraße 150 44801 Bochum Email: Tel: 0234 / download vCard |
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 ] |