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

Volumn , Issue PART 1, 2005, Pages 565-568

  Dumstorff, P ^a   Meschke, G ^a  

^a RUHR UNIVERSITY BOCHUM   (Germany)

Author keywords

Cohesive crack; Crack growth; Discrete crack model; X FEM

Indexed keywords

COHESIVE CRACKS; CRACK PATHS; CRACK SEGMENTS; DISCRETE CRACKS; EXTENDED FINITE ELEMENT METHOD; GLOBAL ENERGY; X-FEM;

CRACK PROPAGATION; PLASTICITY;

CRACKS;

EID: 84857178620     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. N. Moës, J. Dolbow, T. Belytschko. A finite element method for crack growth without remeshing. Int. Journal for Numerical Methods in Engineering, 46, 131-150, 1999.
2. N. Moës, T. Belytschko. Extended finite element method for cohesive crack growth. Engineering Fracture Mechanics, 69, 813-833, 2002.
3. G.N. Wells, L.J. Sluys. A new method for modelling cohesive cracks using finite elements. Int. Journal for Numerical Methods in Engineering, 50, 2667-2682, 2001. (Pubitemid 32277244)
4. G. Meschke and P. Dumstorff. Discontinuous numerical representation of brittle failure. In P.A. Vemeer and W. Ehlers and H.J. Herrmann and E. Ramm, editors, Continuous and Discontinuous Modelling of Cohesive-Frictional Materials, 339-352, 2004.
5. P. Dumstorff and G. Meschke. A global energy criterion for crack propagation using the Extended Finite Element Method. Proceedings of the International Conference on Fracture (ICF 11), 2005.
6. B.J. Winkler. Traglastuntersuchungen von unbewehrten und bewehrten Betonstrukturen. Insitut für Baustatik, Festigkeitlehre und Tragwerkslehre, Universität Insbruck, 2001.