TY - CONF A1 - Schneider, Ronald A1 - Thöns, Sebastian A1 - Straub, D. A2 - Strauss, A. A2 - Frangopol, D.M. A2 - Bergmeister, K. T1 - Probalistic fatigue crack growth modeling for reliability-based inspection planning T2 - Life-cycle and sustainability of civil infrastructure systems N2 - The fatigue deterioration modeling for welded steel structures subjected to high cycle fatigue is presented in the current document. The aim of this paper is to formulate approaches based on actual Research results for the phases fatigue crack initiation, fatigue propagation and fatigue failure. The physical characteristics of the approaches are discussed in combination with the associated uncertainties and the probabilistic modeling of this time variant reliability problem. The fatigue deterioration modeling documented here serve as a basis for a reliability-based approach to inspection planning. PB - CRC Press T2 - 3rd International symposium on life-cycle civil engineering CY - Vienna, Austria DA - 03.10.2012 PY - 2012 UR - https://opus4.kobv.de/opus4-bam/frontdoor/index/index/docId/27067 AN - OPUS4-27067 SN - 978-0-415-62126-7 SP - 319 EP - 326 AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany