TY - GEN A1 - Zerbst, Uwe A1 - Ainsworth, R. A. A1 - Madia, Mauro ED - Klingbeil, D. ED - Vormwald, M. ED - Eulitz, K.-G. T1 - Reference load versus limit load in engineering flaw assessment: A proposal for a hybrid analysis option N2 - The net section limit load FY is a key input parameter for the accuracy of any elastic-plastic flaw assessment procedure of the R6 type. Unfortunately available limit load solutions are of variable quality since they have been obtained over decades by different methods. As a consequence the results of the fracture analyses such as the critical load or crack size are limited in their accuracy and are often significantly conservative. A further problem is that common limit load solutions based on ligament yielding are inadequate in a number of cases even for through crack configurations and should be replaced by some kind of local yielding solutions. In the present paper a simple and straightforward reference load definition is proposed instead of the limit load which strictly corresponds to a ligament yielding parameter Lr = 1 in the R6 Routine and similar approaches such as SINTAP and FITNET. This can be determined by finite element simulation for any geometry. In addition to a previous study on thin wall notched plates the method is applied to plates containing shallow semi-elliptical surface cracks. The results demonstrate that the approach provides a suitable extension and improvement of the existing methods. T2 - 18th European conference on fracture (ECF 18) - Fracture of materials and structures from micro to macro scale CY - Dresden, Germany DA - 2010-08-30 KW - Flaw assessment KW - Reference stress method KW - R6 procedure KW - EPRI method KW - SINTAP KW - FITNET KW - Limit load KW - Reference load PY - 2010 SN - 978-3-00-031802-3 IS - Paper 81 SP - 1 EP - 11 AN - OPUS4-22329 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Madia, Mauro A1 - Riesch-Oppermann, H. A1 - Zerbst, Uwe A1 - Beretta, S. T1 - Ein Konzept für die probabilistische bruchmechanische Bauteilbewertung T2 - 42. Tagung des DVM-Arbeitskreises Bruchvorgänge - Bruchmechanische Werkstoff- und Bauteilbewertung: Beanspruchungsanalyse, Prüfmethoden und Anwendungen CY - Paderborn, Deutschland DA - 2010-02-23 KW - Bruchmechanische Bauteilbewertung KW - SINTAP KW - FITNET KW - Zuverlässigkeit KW - FORM/SORM PY - 2010 SP - 51 EP - 60 AN - OPUS4-22837 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Madia, Mauro A1 - Riesch-Oppermann, H. A1 - Zerbst, Uwe A1 - Beretta, S. ED - Klingbeil, D. ED - Vormwald, M. ED - Eulitz, K.-G. T1 - A new full-probabilistic framework for the structural integrity assessment of structures containing cracks T2 - 18th European conference on fracture (ECF 18) - Fracture of materials and structures from micro to macro scale CY - Dresden, Germany DA - 2010-08-30 KW - Structural integrity KW - SINTAP KW - FITNET KW - Reliability KW - FORM PY - 2010 SN - 978-3-00-031802-3 IS - C.02.1-3 / #306 SP - 1 EP - 10 AN - OPUS4-22843 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Zerbst, Uwe A1 - Ainsworth, R. A. A1 - Madia, Mauro T1 - Grenzlast oder Referenzlast? - Vorschlag für eine hybride Vorgehensweise bei der elastisch-plastischen Bauteilbewertung T2 - 42. Tagung des DVM-Arbeitskreises Bruchvorgänge - Bruchmechanische Werkstoff- und Bauteilbewertung: Beanspruchungsanalyse, Prüfmethoden und Anwendungen CY - Paderborn, Deutschland DA - 2010-02-23 KW - Bruchmechanische Bauteilbewertung KW - EPRI-Methode KW - Referenzspannungsmethode KW - R6-Routine KW - SINTAP KW - FITNET KW - FKM-Richtlinie KW - Grenzlast KW - Referenzlast PY - 2010 SP - 183 EP - 194 AN - OPUS4-22493 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -