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For comparison, effective core multiplication factor (keff) and effective delayed neutron fraction (βeff) are computed.
Note that to make the comparison effective and reliable, the numerical model is developed in a horizontal plane under the plane strain condition.
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Fig. 1 Comparison of effective capacity lower bound and actual effective capacity.
Figure 2 Comparison of effective thermal conductivity between experimental data and H-S bounds.
Second, based on a comparison of effective MC packages this study examines interdependencies between MC practices (i.e. MC systems).
The ability to visualize and compare the outcomes of different lighting setups by switching between views of alternative design settings makes visual comparison more effective.
Open image in new window Fig. 11 Comparison of effective oxygen diffusivity of concrete (De) and apparent oxygen diffusivity (Da) of carbonated concrete.
The percent of formation damage can be determined by comparison, between effective permeability and fluid saturation before and after mud exposed.
Open image in new window Fig. 7 Comparison of effective oxygen diffusivity of concrete (De) and apparent oxygen diffusivity (Da) of concrete.
The percent of formation damage can be determined by comparison, between effective permeability and fluid saturation before and after mud exposed. .
The comparison between effective macro-stresses for the damaged and undamaged RVE allows to define a macroscopic measure of material degradation.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com