Passive mechanical damping and stiffness enhancement
Constrained layer damping (CLD)
Carbon fiber CLD (structural)
Carbon fiber plates bonded to steel plates
Applied only to load-bearing steel plates with high modal strain
Explicit locations:
spindle tower plates (both sides)
optional X-carriage side plates
Purpose:
increase structural damping
suppress bending modes
Not intended to significantly increase stiffness
Carbon fiber plates not used as mounting surfaces
3M damping tape (non-structural)
Viscoelastic damping tape applied to thin sheet metal
Explicit locations:
enclosure inner sheet-metal panels
thin covers and noise-radiating panels
Purpose:
suppress panel ringing
reduce airborne noise
Explicitly not applied to:
precision interfaces
rails
force-loop components
Epoxy granite (EG)
Epoxy-based mineral composite used as internal damping filler
Composition:
epoxy resin
low-cost mineral aggregates
Filling strategy:
perimeter fill preferred
hollow core retained to reduce mass
Explicit locations:
X-carriage box-section beams: yes
Y-axis rail support beams: optional, evaluative
Purpose:
structural damping
acoustic attenuation
Stiffness contribution considered negligible
Elastomeric isolation (PU)
Thin polyurethane layer introduced at selected interfaces
Explicit location:
between spindle housing and spindle mounting plate
Purpose:
isolate high-frequency vibration
reduce noise transmission
PU layer:
preloaded by bolting
not part of stiffness or compliance tuning
Not used at:
linear guide interfaces
force-loop structural joints