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BERYLLIUM STABLE PLATFORM
for
INERTIAL NAVIGATION AND
GUIDANCE SYSTEMS
3/27/2015
Don Blanchet
3B Associates
339-234-3544
For
Reference
only
GOAL
 Compute the mechanical stiffness of a
candidate inertial platform design
using finite element analysis
 Loading is 20G steady state
 Triad compensation can be estimated
Design – 14 inch
Beryllium cube
Weight 70 lbs
Design cross section
FEA mesh – 10 node tetras
FEA mesh – 10 node tetras
Mechanical properties
Results deformation UX
Results deformation UY
Results deformation UZ
Load
Direction Y
Results summary
Platform axis Acceleration deflection,
inches
X .0000008009
Y .0000039840
Z .0000003582
Footnote
 Automatic meshing compute time
approximately 20 Seconds
 1974 manual meshing time 4 months
1974 Mainframe

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Stable platform inertial guidance