The range of applicability of Master Curve testing Standard ASTM E 1921 is limited to macroscopically homogeneous steels with “uniform tensile and toughness properties”. A majority of structural steels appear to satisfy this requirement by exhibiting fracture toughness data which comply with the assumed KJc vs. temperature dependence and scatter within the specified validity area. As indicated in ASTM E 1921 a criterion for material macroscopic inhomogeneity is often applied using the 2% lower bound (possibly also the 98% upper bound). Data falling below this 2% lower-limit curve may be an indication of material inhomogeneity or susceptibility to grain boundary fracture. When this situation occurs, it is recommended to analyze the material ...
The Master Curve methodology has been developed as an advanced, direct technique for characterizing ...
In the Master Curve (MC) fracture model, a universal temperature dependence is assumed for ferritic ...
Ferritic steels usually show significant embrittlement with increasing loading rates in the lower sh...
The range of applicability of Master Curve testing Standard ASTM E 1921 is limited to macroscopicall...
The master curve (MC) approach used to measure the transition temperature, T0, was standarised in th...
The Master Curve (MC) methodology has evolved, from only being a brittle fracture testing and analys...
The Master Curve (MC) methodology, introduced more than two decades ago, has evolved, from only bein...
The basic Master Curve (MC) method for analysis of brittle fracture test results is intended for mac...
The master curve brittle fracture toughness estimation method described in the ASTM E1921-11 test st...
The fracture toughness temperature dependence (transition curve shape) has been discussed almost sin...
Although Ultra High Strength Steels (UHSS) with nominal strengths up to 1500 MPa have been available...
The Master Curve methodology is a statistical, theoretical, micromechanism based, analysis method fo...
An American Society for Testing and Materials (ASTM) standard method (E 1921-97) has been developed ...
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...
The Master Curve methodology has been developed as an advanced, direct technique for characterizing ...
In the Master Curve (MC) fracture model, a universal temperature dependence is assumed for ferritic ...
Ferritic steels usually show significant embrittlement with increasing loading rates in the lower sh...
The range of applicability of Master Curve testing Standard ASTM E 1921 is limited to macroscopicall...
The master curve (MC) approach used to measure the transition temperature, T0, was standarised in th...
The Master Curve (MC) methodology has evolved, from only being a brittle fracture testing and analys...
The Master Curve (MC) methodology, introduced more than two decades ago, has evolved, from only bein...
The basic Master Curve (MC) method for analysis of brittle fracture test results is intended for mac...
The master curve brittle fracture toughness estimation method described in the ASTM E1921-11 test st...
The fracture toughness temperature dependence (transition curve shape) has been discussed almost sin...
Although Ultra High Strength Steels (UHSS) with nominal strengths up to 1500 MPa have been available...
The Master Curve methodology is a statistical, theoretical, micromechanism based, analysis method fo...
An American Society for Testing and Materials (ASTM) standard method (E 1921-97) has been developed ...
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...
The Master Curve methodology has been developed as an advanced, direct technique for characterizing ...
In the Master Curve (MC) fracture model, a universal temperature dependence is assumed for ferritic ...
Ferritic steels usually show significant embrittlement with increasing loading rates in the lower sh...