Comparing the Measured Response of an
AN/ALQ-99 Tactical Jamming System Pod to the Input Motions During a Vibration
Study
Mr. James Wilcoski,
US Army Engineer Research and Development Center, Construction Engineering
Mr. Jonathan Trovillion, US Army Engineer Research
and Development Center, Construction Engineering
Abstract:
A test using the Triaxial Earthquake and Shock
Simulator (TESS) at the US Army Engineer Research and Development
Center, Construction Engineering
Research Laboratory (ERDC-CERL) was conducted for the Naval Surface Warfare
Center Crane Division (NSWC Crane). The objective was to evaluate the
vulnerability of the AN/ALQ-99 Tactical Jamming System (TJS) Pod when exposed
to a vibration environment predicted for the EA-18G airborne electronic attack
aircraft. The in-flight buffeting
vibration environment of an ALQ-99 TJS Pod instrumented with accelerometers was
determined for several flight conditions. These vibrations were converted
to acceleration power spectral density (APSD) plots for various locations on
the pod. These APSD plots were used to generate random waveforms that
simulate the in-flight vibration environment using the TESS. A very stiff
test fixture was designed so that the shake table motions could be applied to
the mounting location near the center of the hardback of the pod.
Vertical, lateral and longitudinal vibration inputs were imposed independently
and simultaneously to characterize dynamic responses of the ALQ-99 TJS
Pod. In this paper, we will
compare the measured APSD response of the ALQ-99 TJS Pod to the APSD plots used
to generate the random table waveforms. The process of modifying or
“notching” the input APSD to adjust the random shake table motions for better
agreement during testing will be presented. In addition, a 1/3 octave
analysis of the input and output APSD was applied and used as a basis of
comparison. The results of applying this approach are given for selected tests
from the vibration study. Overall, we were successful in meeting the APSD
target levels during uniaxial and triaxial
testing.
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