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In both MDCT solutions, i.e. "drill-out" and "ad-hoc" specimens, the geometry is apparently the same, consisting in notched cylinders of a suitable thickness, B, furnished with the pulling bars, as shown in Fig. 4, though requiring two different manufacturing procedures.
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The analytical temperature models based on the classical planar wall and long cylinder were established to approximate the temperature distribution of asphalt concrete specimens with the geometry of a short cylinder or a beam.
The variation of the specimen geometry, the hydrostatic pressure state, the equivalent strain and the dislocation density were examined by numerical simulations.
The specimen geometry, the measurement procedure and the calculation of the fracture toughness were based on the recommendations of the ASTM standard E-399 [18] or E-1820 [19] depending on the applicability of either small scale yielding or large scale yielding conditions.
These results made us associate this asymmetry with the geometric defects in the right facet joint, no matter what the cause originated from the specimen geometry or the manual work in depicting the bony outlines.
In that way, according to the proposed procedure, the G F values obtained are not dependent of the specimen geometry in the range of the sizes tested, as required for a parameter to be considered as a material property.
The influence of both the machining process and the specimen geometry on the fatigue properties is first discussed.
In particular, the evolution of the specimen geometry during the deformation under multi-axial loading conditions are also well-predicted by the constitutive model.
This work presents the design procedure of the specimens' geometry using numerical simulations, and some preliminary experimental results for SS304L steel specimens.
Then, according to the specimen geometry and the stress state, the pointer on one curve arrives at the respective critical point before its companion does on the other curve, marking the type of failure. .
A step-wise increase in the fatigue strength based on the specimen geometry and the steel grade is proposed with an S N slope of m1= 4.
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