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The mixing index at the exit of the micromixer is selected as the objective function and four design variables, viz., the number of grooves per half cycle, angle of grooves, ratio of the groove depth to channel height, and ratio of the groove width to pitch are chosen out of the various geometric parameters that affect the performance of a micromixer with regard to shape optimization.
The imaging parameters were TR = 3.8 ms, TE = 1.9 ms, matrix size = 128 × 128, field of view = 30 × 30 mm, number of slices = 21, phase cycle angle = 180°, slice thickness = 1 mm, phase over sampling = 0%100%%, and total scan time = 8.2 13.6 min.
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Stimuli were gaussian enveloped (μ = 1 dva eccentricity, σ = 0.06 dva) sinusoidal spiral grating (32 cycles, angle 30°) annuli.
The high-cycle wide-angle X-ray diffraction (WAXD) measurements could successfully reveal the drastic progress of crystallization within the first a few hundred milliseconds.
Comparison of ventilator and neural cycle, and phase angle of apparent reverse triggering vs total asynchronic identified by occlusion maneuvers were performed with test Mann-Whitney.
For the second strain cycle, the tilting angle of the secondary cracks with respect to the vertical primary cracks showed a range of 19° to 40° for the applied strains of 30%to80%0%, which is very close to that observed in the first strain cycle.
Care was taken in order to keep the sample volume located in the ventricular myocardium throughout the heart cycle and the angle of incidence as parallel as possible to the longitudinal axis of myocardial motion.
After applying a number of swing cycles, the turning angle of the Ni crystalline with respect to the graphene orientation increases with increasing the number of cycles.
The complex shear modulus of the asphalt binder shows a linear growth with the increase of freeze-thaw cycles, and phase angle of asphalt binder also shows a linear growth with the increase of Ln T.
After frozen-thawed cycles, the friction angle of soft soil increases with lower cohesive force, the constitutive property gradually weakened with the nature of transformation from cohesive soil to cohesionless soil.
During constant-amplitude vessel motion cycles, the load angle at the padeye significantly decreases due to progressive ratcheting or 'shakedown' of the inverse catenary from the initial static profile towards a straighter profile.
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