Engine Titanium Consortium - Center for Nondestructive Evaluation ...
Engine Titanium Consortium - Center for Nondestructive Evaluation ...
Engine Titanium Consortium - Center for Nondestructive Evaluation ...
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Peak-Noise-to-Signal (% FSH)<br />
80.0<br />
70.0<br />
60.0<br />
50.0<br />
40.0<br />
30.0<br />
20.0<br />
10.0<br />
0.0<br />
Peak Noise Levels <strong>for</strong><br />
Ti 6-4 High Noise Coupons<br />
#1 FBH at 12 dB above 80%<br />
or at 318.5% on this scale<br />
56.6% (3 dB below 80%)<br />
For each specimen,<br />
Rule-of-Thumb would<br />
predict a straight line<br />
passing thru origin.<br />
Slope dependent on FOM<br />
PW8<br />
HW5<br />
GE6<br />
F5 @ 0dB<br />
F5 @ -3dB<br />
F6 @ 0dB<br />
F6 @ -3dB<br />
F8 @ 0dB<br />
1.6 usec time gate<br />
0 100 200 300<br />
Sqrt (Pulse Volume in cubic mils)<br />
#1/2 FBH<br />
approx at 80%<br />
on this scale.<br />
Figure 6. Peak noise vs. pulse volume measurements per<strong>for</strong>med at GE-QTC. PW8, HW5, and<br />
GE6 denote the highest noise coupons cut from three Ti 6-4 <strong>for</strong>gings.<br />
From Figure 6 one can conclude that choosing the square root of pulse volume to be 240 mils 3/2 or<br />
smaller likely ensures that the peak noise is at least 3 dB below the response from a #1/2 FBH <strong>for</strong><br />
the “noisiest” PW and GE coupons. For this choice, the peak noise in the noisiest HW coupon<br />
would be near to but slightly above the 3dB level. If we assume that the typical pulse duration is<br />
equal to 37 mils (average of measured values) the limitation on the beam diameter would be about<br />
( π × ) ⎤<br />
1/2<br />
240 ⎡⎣4 / 37 ⎦ or about 45 mils. Thus, we estimate that a <strong>for</strong>ging inspection which achieves<br />
#1/2 FBH sensitivity, requires a beam diameter that does not exceed 45 mils at any depth within the<br />
region of interest.<br />
Our next objective was to design an inspection that covered 3.2” of material depth using the<br />
minimum number of zones and ensuring that the beam diameter did not exceed 0.045” at any<br />
depth. We note that 3.2” is the maximum depth required to inspect <strong>for</strong>gings selected <strong>for</strong> this task<br />
from all OEMs. An optimization procedure was employed to determine the maximum zone size and<br />
to design a transducer <strong>for</strong> each zone. First the water path was fixed at 3” with the transducer<br />
diameter and focal length treated as unknown “fitting” parameters. Since the entry surface is flat <strong>for</strong><br />
this exercise, one needs to consider spherically focused probes only.<br />
The beam diameter <strong>for</strong> a given transducer at a given depth was calculated using the Gaussian-<br />
Hermite beam model developed by Iowa State University. It was determined that a 7/16”-wide zone<br />
Quarterly Report – January 1, 2002 –March 31, 2002<br />
print date/time: 6/6/2002 - 8:39 AM – Page 63