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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 />

.

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