The master curve brittle fracture toughness estimation method described in the ASTM E1921-11 test standard is based on a theoretical scatter and size effect assumption and makes use of a maximum likelihood estimation method to determine the fracture toughness transition temperature T0. The estimation method in E1921-11 is valid only for macroscopically homogeneous steels. If the steel is inhomogeneous, the maximum likelihood method applied in E1921-11 becomes unreliable. Here, a simple screening criterion, based on the SINTAP lower-tail estimation method, is proposed, and the efficiency and limitations of the criterion are shown for a variety of different types of inhomogeneity
The application of the reference temperatures T0 and RTTo according to ASTM E 19 21 and ASME Code Ca...
The lack of design rules limits the application of Very High Strength Steels (VHSS). One critical po...
The Master Curve Reference Temperature, T{sub 0}, characterizes the fracture performance of structur...
The range of applicability of Master Curve testing Standard ASTM E 1921 is limited to macroscopicall...
The basic Master Curve (MC) method for analysis of brittle fracture test results is intended for mac...
An American Society for Testing and Materials (ASTM) standard method (E 1921-97) has been developed ...
The master curve (MC) approach used to measure the transition temperature, T0, was standarised in th...
The basic Master Curve (MC) method for analysis of brittle fracture test results is intended only fo...
The basic Master Curve (MC) method for analysis of brittle fracture test results is intended only fo...
AbstractFor physical reasons fracture toughness KJc of ferritic steels in the brittle-to-ductile tra...
The Master Curve (MC) methodology, introduced more than two decades ago, has evolved, from only bein...
AbstractIn a research project investigating the correlation of dynamic crack initiation and crack ar...
The maximum likelihood (MML) procedure for the analysis of fracture toughness data generated at a si...
The steels fracture toughness was measured at two different temperature T= - 60°C and T = -90°C, at ...
Ferritic steels usually show significant embrittlement with increasing loading rates in the lower sh...
The application of the reference temperatures T0 and RTTo according to ASTM E 19 21 and ASME Code Ca...
The lack of design rules limits the application of Very High Strength Steels (VHSS). One critical po...
The Master Curve Reference Temperature, T{sub 0}, characterizes the fracture performance of structur...
The range of applicability of Master Curve testing Standard ASTM E 1921 is limited to macroscopicall...
The basic Master Curve (MC) method for analysis of brittle fracture test results is intended for mac...
An American Society for Testing and Materials (ASTM) standard method (E 1921-97) has been developed ...
The master curve (MC) approach used to measure the transition temperature, T0, was standarised in th...
The basic Master Curve (MC) method for analysis of brittle fracture test results is intended only fo...
The basic Master Curve (MC) method for analysis of brittle fracture test results is intended only fo...
AbstractFor physical reasons fracture toughness KJc of ferritic steels in the brittle-to-ductile tra...
The Master Curve (MC) methodology, introduced more than two decades ago, has evolved, from only bein...
AbstractIn a research project investigating the correlation of dynamic crack initiation and crack ar...
The maximum likelihood (MML) procedure for the analysis of fracture toughness data generated at a si...
The steels fracture toughness was measured at two different temperature T= - 60°C and T = -90°C, at ...
Ferritic steels usually show significant embrittlement with increasing loading rates in the lower sh...
The application of the reference temperatures T0 and RTTo according to ASTM E 19 21 and ASME Code Ca...
The lack of design rules limits the application of Very High Strength Steels (VHSS). One critical po...
The Master Curve Reference Temperature, T{sub 0}, characterizes the fracture performance of structur...