Research Article

Design and Investigation of a Nonlinear Damper Based on Energy Dissipation through Shock and Dry Friction to Suppress Critical Self-Excited Vibrations in Drilling Systems

Figure 12

Influence of the natural frequency of the structure on the damping effect of the shock-friction damper (a) f = 130 Hz, (b) f = 260 Hz, and (c) f = 390 Hz with optimized backlash width.
(a)
(b)
(c)