Research Article
Dynamic Analysis of a Planar Hydraulic Rock-Breaker Mechanism with Multiple Clearance Joints
Figure 17
Displacement x2 of rod 2 with different damping coefficients D with c = 2.5 and Fmax = 8 kN: (a) D = 1 kN; (b) D = 2 kN; (c) D = 3 kN; (d) D = 4 kN; (e) D = 5 kN; (f) D = 6 kN.
| (a) |
| (b) |
| (c) |
| (d) |
| (e) |
| (f) |