43668 2017 eng MS13, 440 443 7 conferenceobject Institute for Structural Mechanics, University of Stuttgart Stuttgart 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 for Young Scientists from Academia and Industry 10.18419/opus-9334 urn:nbn:de:kobv:b43-436681 7th GACM Colloquium on Computational Mechanics for Young Scientists from Academia and Industry Stuttgart, Germany 11.10.2017 13.10.2017 Allgemeines Deutsches Urheberrecht Thomas Titscher Jörg F. Unger J. Oliver eng uncontrolled Cycle-by-cycle eng uncontrolled Fatigue damage eng uncontrolled Mesoscopic Ingenieurbau Verlagsliteratur Datei für die Öffentlichkeit verfügbar ("Open Access") Wissenschaftliche Artikel der BAM Bundesanstalt für Materialforschung und -prüfung (BAM) https://opus4.kobv.de/opus4-bam/files/43668/2017_Titscher_GACM_Cycle-by-cycle fatigue damage model for concrete....pdf