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The three-dimensional analysis presented in this paper involves a rectangular [150 mm (6 in). tall × 150 mm (6 in). wide × 2440 mm (96 in). long] concrete member hosting one 15-mm (0.6 in).
The parameters of the proposed model have been investigated based on the results from a two-dimensional FE analysis presented by the 1990 European CEB-FIP code.
A fuel vaporization and expansion modeling, which has been simplified using a Dimensional Analysis, is presented.
Equations for dimensional analysis are presented: Reynolds number, pumping number, and power number.
A new concept called shale number (SN) is developed and detailed steps of derivation using mathematical technique of dimensional analysis is presented in "Appendix" as Eq. 21, and given below by Eq. 11.
Thus, based on the analysis presented here the one-dimensional interconnect geometry is preferred over the two-dimensional one.
Two modelling approaches are attempted – the first is frictional representation based on dimensional analysis, which presents linear dependency between the pressure drop and the superficial fluid velocity normalized by the minimum pressure velocity of the transport curve.
A two-dimensional analysis is presented for piezoelectric beam with variable thickness which is simply supported and grounded along its two ends.
An exact three-dimensional analysis is presented for a functionally gradient piezoelectric material rectangular plate that is simply supported and grounded along its four edges.
A three-dimensional analysis is presented for the development of the transfer function that determines the amount of noise reduction (direct path attentuation).
Finally, through dimensional analysis, the present EOF is a function of Debye number (DN), \documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$E^_{x}$$\end{document} and M (in terms of ME*), and ς*.
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