TY - CONF A1 - Titscher, Thomas A1 - Unger, Jörg F. A1 - Oliver, J. A2 - von Scheven, M. A2 - Keip, M.-A. A2 - Karajan, N. T1 - Cycle-by-cycle fatigue damage model for concrete T2 - 7th GACM Colloquium on Computational Mechanics for Young Scientists from Academia and Industry N2 - 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. PB - Institute for Structural Mechanics, University of Stuttgart CY - Stuttgart T2 - 7th GACM Colloquium on Computational Mechanics for Young Scientists from Academia and Industry CY - Stuttgart, Germany DA - 11.10.2017 KW - Cycle-by-cycle KW - Fatigue damage KW - Mesoscopic PY - 2017 UR - https://opus4.kobv.de/opus4-bam/frontdoor/index/index/docId/43668 AN - OPUS4-43668 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-436681 VL - 7 SP - MS13, 440 EP - 443 AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany