Static and Dynamic Response of a Design of Differential ... - aerade
Static and Dynamic Response of a Design of Differential ... - aerade
Static and Dynamic Response of a Design of Differential ... - aerade
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4.0.-<br />
3.! j-<br />
2<br />
15<br />
3. O-<br />
2, 5-<br />
2. o-<br />
1.: j-<br />
IX >-<br />
0.. 5-<br />
V R A.E VERS\ON (NO- 3) j 8,=45”<br />
I9 DE HAVILLAND VERSION (NO4) a 8, = 53’<br />
M=b9<br />
--- EMPIRICAL AT PROPORTIONAL TO ‘W-t 2 9 I<br />
I I I<br />
FIG.2.CALlBRATION CURVES OF DIFFERENTIAL<br />
PRESSURE VERSUS INCIDENCE.<br />
/’<br />
.