43612 2017 eng lecture 0 -- -- -- Damage caused by stress concentrations in the complex mesoscopic geometry of concrete leads to continuous stress redistribution over the material's life time. The presented fatigue damage model captures this by resolving each load cycle in a cycle-by-cycle time integration. The model extends a static damage model to failure caused by the (time dependent) strain amplitudes and, thus, allows calibrating the majority of the material's parameters in static experiments. 7th GACM Colloquium on Computational Mechanics Stuttgart, Germany 11.10.2017 13.10.2017 0 Thomas Titscher eng uncontrolled Fatigue deu uncontrolled Damage model deu uncontrolled Cycle-by-cycle integration Ingenieurbau Datei im Netzwerk der BAM verfügbar ("Closed Access") Präsentation