Notes
Outline
Design and Application of Passive Vibration Suppression
Passive Vibration Suppression
Passive vibration suppression
Has been proven in many applications
Accurate design and analysis methods exist
Implemented by several technologies
If the problem can be solved passively, it will probably be less expensive and complex than active methods
If active methods are required, well-designed passive methods can greatly ease the burden of active systems
Overview of the Effects of Passive Damping
Damping Terminology
Levels of Passive Damping in Structures
Techniques Used for Passive Damping
Viscoelastic Materials (VEM)
Polymers
Rubbers
Pressure sensitive adhesives
Urethanes
Epoxies
Enamels
Viscous Fluids
Silicone oil
Other oils
Grease
Overview of Several Passive Loss Mechanisms
Viscoelastic Material Damping
Shearing of viscoelastic material dissipates vibrational energy as heat
Viscoelastic materials have low shear modulus but high loss factor
Shear modulus 20 to 10,000 psi
Loss factor up to 2 or more (Measure of energy dissipation capability)
Properties are both temperature
and frequency dependent
Single treatment can damp
relatively wide frequency range
Viscoelastic Material Testing at CSA
Viscous Devices
Typically, these force fluid through a precision orifice or annulus
Moderately sensitive to temperature
Effective over relatively narrow frequency bandwidths
Velocity-dependent damping
Passive Magnetic Damping
Operating Principle
Eddy currents in moving conductor dissipate energy
Advantages
True linear viscous damping
Almost temperature invariant
Common, space-qualified
materials (no fluids)
Large damping constant in
compact device
Simple, robust construction
Good for TMD’s, strut dampers, and isolators
Particle Damping
Advantages
Broad useful temperature ranges
Not mode/frequency specific
Non-outgassing
Variety of loss methods
Impact (particle-particle & particle/cavity)
Friction (particle-particle & particle/cavity)
Caveats
Empirical based design
Amplitude dependent behavior
Behavior is also dependent on cavity orientation to local quasi-static acceleration field
Multiple other parameters can influence damping performance
Piezoelectrics for Passive Damping
Resistor shunted piezoelectrics   produce frequency dependent material properties much like VEM’s
Resonant shunted piezoelectrics add an extra mode to the system, just like a TMD.  However, it counters potential strain energy instead of kinetic energy.  Modal strain energy determines optimal location
Constrained- and Free-Layer Damping
Constrained-Layer Treatment
Discrete Damping Devices
Tuned-Mass Damper (TMD)
High damping for single mode
Small weight penalty
Resonant motion amplification device
Can be retrofit
Link, Strut, or Shear Strap Dampers
Useful for damping and shifting
troublesome modes
Small weight penalty
Joint or Interface Dampers
Small weight penalty
Low damping
Design issues
Passive Damping Design
To achieve damping, two conditions must be met:
Significant strain energy must be directed into the damping mechanism
Energy in damping mechanism must be dissipated
Tuned-Mass Dampers (TMDs) for Vibration Control
Hubble Space Telescope Solar Arrays
New “rigid” arrays for HST require increased damping to accommodate attitude control bandwidth requirements
Passive damper integrated into existing composite mast
Provides >3.5% critical damping to first two bending modes
Damping provided for on-orbit operating temperature range
SoftRide Whole-Spacecraft Vibration Isolation
SoftRide Isolation Systems Proven in Flight
Pyrotechnic System Shock Test
of CSA Shock Ring
"Magnetically damped isolation"
Magnetically damped isolation
        system for NICMOS
Very long stroke (10”)
All metal-design, no fluids
Low temperature sensitivity
Temp. range: -40 to +65 C
Passive Damping of Instrument
Flexures for Launch Protection on XMM
Summary
Passive damping and isolation are very effective, if properly designed
Analysis and design tools have been developed and proven
Select the proper passive technology to fit the application
Use active solutions only when performance improvements warrant an active solution
A good passive design should be integrated into all active solutions