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 - JOUR A1 - Zerbst, Uwe A1 - Ainsworth, R. A. A1 - Madia, Mauro T1 - Reference load versus limit load in engineering flaw assessment: A proposal for a hybrid analysis option N2 - The net section limit load FY necessary for assessment at static loading is a key input 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. Further, 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 the European SINTAP and FITNET methods. 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. KW - Flaw assessment KW - Reference stress method KW - R6 procedure KW - SINTAP KW - FITNET KW - Limit load KW - Reference load PY - 2012 U6 - https://doi.org/10.1016/j.engfracmech.2011.10.018 SN - 0013-7944 SN - 1873-7315 VL - 91 SP - 62 EP - 72 PB - Elsevier Science CY - Kidlington AN - OPUS4-27279 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 - TY - JOUR A1 - Zerbst, Uwe A1 - Kiyak, Yusuf A1 - Madia, Mauro A1 - Burgold, Andreas A1 - Riedel, Gernot T1 - Reference loads for plates with semi-elliptical surface cracks subjected to tension and bending for application within R6 type flaw assessment N2 - Two of the authors of the present paper proposed a definition of a reference load F0 which can be used as an alternative option to the common limit load for cases where the definition of the latter might be problematic in the frame of flaw assessment procedures such as R6, BS 7910, SINTAP or FITNET. The reference load is defined as that load at which the ligament yielding parameter Lr approaches one. F0, in general, varies along the crack front. It has to be obtained by finite element analyses but the results can be approximated by analytical expressions. In a previous study of the authors such a solution was presented for tension loaded plates with semi-elliptical surface cracks. In the present paper it is extended to pure bending and to combined bending and tension. KW - Flaw assessment KW - R6 procedure KW - BS 7910 KW - SINTAP KW - FITNET KW - Limit load KW - Reference load PY - 2013 U6 - https://doi.org/10.1016/j.engfracmech.2012.11.017 SN - 0013-7944 SN - 1873-7315 VL - 99 SP - 132 EP - 140 PB - Elsevier Science CY - Kidlington AN - OPUS4-30416 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -