Research Article
Dynamic Analysis of a Planar Hydraulic Rock-Breaker Mechanism with Multiple Clearance Joints
Figure 12
Trajectories in clearance joints P3 and P4 when Fmax is 4 kN (a, b) and 16 kN (c, d) (c = 0.5 mm, t = 5–10 s).
| (a) |
| (b) |
| (c) |
| (d) |
| (a) |
| (b) |
| (c) |
| (d) |