On the explicit simulation of concrete cracking using one enriched finite element method

verfasst von
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.

Organisationseinheit(en)
Institut für Baumechanik und Numerische Mechanik
Typ
Aufsatz in Konferenzband
Seiten
902-905
Anzahl der Seiten
4
Publikationsdatum
2005
Publikationsstatus
Veröffentlicht
Peer-reviewed
Ja
ASJC Scopus Sachgebiete
Theoretische Informatik und Mathematik, Theoretische Informatik
 

Details im Forschungsportal „Research@Leibniz University“