TY - CONF A1 - Titscher, Thomas A1 - Unger, Jörg F. A1 - Oliver, Javier T1 - Cycle-by-cycle fatigue damage model for concrete 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. T2 - 7th GACM Colloquium on Computational Mechanics CY - Stuttgart, Germany DA - 11.10.2017 KW - Fatigue KW - Damage model KW - Cycle-by-cycle integration PY - 2017 AN - OPUS4-43612 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -