In addition, a 16% increase in the yield strength (∼175 MPa) and around 15% increase in the endurance limit (∼110 MPa) occurred in corresponding tests at room temperature.
The retained residual stresses and the stable microstructure from the LSP increased the yield strength by ∼14% (∼140 MPa) and endurance limit by ∼10% (∼90 MPa) in corresponding tests at 650 °C.
The retained near-surface residual stresses and the stable microstructure from the UNSM increased the yield strength by ∼11% (∼105 MPa) and endurance limit by ∼8% (∼70 MPa) in corresponding tests at 650 °C.
The "best" regression model was assessed by using "external validation" (left( {Q_{ext}^{2} } right)) procedure in the corresponding test set in order to measure its generalization ability.
The trade-off of this approach is that the loss of resolution due to the filtering leaves the narrow peaks in the virtual reference signal uncorrected, which in turn suppresses the peaks in each corresponding test sample exhibiting such a peak.
Comparisons are made between AE test results and the critical cracking temperature of asphalt binders determined from Bending Beam Rheometer (BBR) test and Direct Tension Test (DTT), which are in turn compared to field observed thermal cracking in the corresponding test sections.
All isolates were negative in the corresponding test with ceftazidime.
With these models, we subsequently searched the sequences in the corresponding test set.
The fragments generated by these pseudo-training sets were devoid of any predictivity in the corresponding test sets.
Spots of the negative control (untreated) were subtracted from the spot number in the corresponding test sample.
