On the explicit simulation of concrete cracking using one enriched finite element method
- authored by
- S. H. Reese, Peter Wriggers
- Abstract
A lot of methods were developed in the past for the computation of concrete cracking. Combining these mostly kinematical enriched finite element methods with a geometrical model is straightforward when dealing with load reversal and cyclic load cases. The Strong Discontinuity Approach is applied to model the localisations. Once these are fully developed within a finite element formulation, the element interfaces will be detached and a contact formulation might be needed to model the post-crack stales.
- Organisation(s)
-
Institute of Mechanics and Computational Mechanics
- Type
- Conference contribution
- Pages
- 902-905
- No. of pages
- 4
- Publication date
- 2005
- Publication status
- Published
- Peer reviewed
- Yes
- ASJC Scopus subject areas
- Computational Theory and Mathematics, Theoretical Computer Science
-
Details in the research portal "Research@Leibniz University"
