TY - BOOK
T1 - Application of Advanced Master Curve Approaches to the EURO Fracture Toughness Data Set
AU - Lucon, Enrico
AU - Scibetta, Marc
N1 - RN - BLG-1036
AI - Convention Tractebel/Electrabel-SCK 2006 - Task 1.1.5a
Score = 2
PY - 2007/1/25
Y1 - 2007/1/25
N2 - The so-called EURO data set is the largest set ever assembled, consisting of fracture toughness results obtained in the ductile-to-brittle transition region. It was the outcome of a large EU sponsored project which involved ten European laboratories in the second half of the 90's. Several post-project investigations have identified one of the blocks from which specimens were extracted (block SX9) as macroscopically inhomogeneous and significantly tougher than the remaining blocks.
In this study, the variability of block SX9 has been investigated using the conventional Master Curve (MC) methodology and some recent MC extensions, namely the SINTAP lower tail, the single point estimation, the bi-modal Master Curve and the multi-modal Master Curve. The basic MC method is intended for macroscopically homogeneous ferritic steels only, and the alternative approaches have been developed for the investigation of inhomogeneous materials. Therefore, these methods can be used to study the behaviour of block SX9 within the EURO data set.
It has been found that the bi-modal and multi-modal MC approaches are quite effective in detecting the "anomaly" represented by block SX9, but only when analyses are performed on data sets of comparable size.
AB - The so-called EURO data set is the largest set ever assembled, consisting of fracture toughness results obtained in the ductile-to-brittle transition region. It was the outcome of a large EU sponsored project which involved ten European laboratories in the second half of the 90's. Several post-project investigations have identified one of the blocks from which specimens were extracted (block SX9) as macroscopically inhomogeneous and significantly tougher than the remaining blocks.
In this study, the variability of block SX9 has been investigated using the conventional Master Curve (MC) methodology and some recent MC extensions, namely the SINTAP lower tail, the single point estimation, the bi-modal Master Curve and the multi-modal Master Curve. The basic MC method is intended for macroscopically homogeneous ferritic steels only, and the alternative approaches have been developed for the investigation of inhomogeneous materials. Therefore, these methods can be used to study the behaviour of block SX9 within the EURO data set.
It has been found that the bi-modal and multi-modal MC approaches are quite effective in detecting the "anomaly" represented by block SX9, but only when analyses are performed on data sets of comparable size.
KW - EURO data set
KW - ductile-to-brittle transition region
KW - macroscopic inhomogeneity
KW - Master Curve extensions
KW - SINTAP lower tail
KW - single point estimation
KW - bi-modal Master Curve
KW - multi-modal Master Curve
UR - http://ecm.sckcen.be/OTCS/llisapi.dll/open/ezp_76258
UR - http://knowledgecentre.sckcen.be/so2/bibref/3961
M3 - BLG - Open report
SN - 1379-2407
VL - 1
T3 - SCK•CEN Reports
BT - Application of Advanced Master Curve Approaches to the EURO Fracture Toughness Data Set
PB - SCK CEN
ER -