1 Introduction
2 Experimental methods and procedures
Name | Type | Sensitivity | Unit |
---|---|---|---|
Impact hammer | PCB 086D20 | 0.2237 | mV/N |
Accelerometers (X) | ICP 356A02 | 9.76 | mV/g |
Accelerometers (Y) | 9.86 | mV/g | |
Accelerometers (Z) | 9.68 | mV/g |
Number of measuring points | |
---|---|
Base | 42 |
Cross slide | 56 |
Table | 20 |
Column | 42 |
Housing | 20 |
Stage | Number of measuring points | Weight (kg) | Centers of gravity (mm) | ||
---|---|---|---|---|---|
X | Y | Z | |||
1st | 29 | 2103 | 744.9 | 970.6 | 267.3 |
2nd | 41 | 2580 | 742.7 | 1105.1 | 331.8 |
3rd | 50 | 2848 | 743.9 | 1157.2 | 374.3 |
4th | 64 | 4216 | 743.5 | 918.9 | 677.8 |
5th | 88 | 4687 | 743.2 | 936.2 | 759.5 |
6th | 131 | 5316 | 771.8 | 941.9 | 838.7 |
3 Simulation analysis and result verification
3.1 Verification for casting materials
Table | Base | Cross slide | Column | Housing | |
---|---|---|---|---|---|
Nodes | 49,625 | 210,154 | 69,521 | 152,927 | 60,836 |
Elements | 28,330 | 104,713 | 39,042 | 85,810 | 33,497 |
Casting Structure | Frequency (Hz) | |||
---|---|---|---|---|
Mode | 1 | 2 | 3 | |
Table | Experiment | 255 | 438 | 584 |
FEA | 249 | 435 | 579 | |
Error (%) | 2.4 | 0.7 | 0.9 | |
MAC | 0.91 | 0.93 | 0.77 | |
Base | Experiment | 131 | 218 | 239 |
FEA | 138 | 219 | 239 | |
Error (%) | 5.3 | 0.5 | 0.0 | |
MAC | 0.96 | 0.91 | 0.94 | |
Cross slide | Experiment | 250 | 332 | 516 |
FEA | 241 | 331 | 518 | |
Error (%) | 3.6 | 0.3 | 0.4 | |
MAC | 0.97 | 0.82 | 0.90 | |
Column | Experiment | 204 | 382 | 422 |
FEA | 204 | 380 | 424 | |
Error (%) | 0 | 0.5 | 0.5 | |
MAC | 0.99 | 0.86 | 0.94 | |
Housing | Experiment | 663 | 842 | 908 |
FEA | 631 | 865 | 905 | |
Error (%) | 4.8 | 2.8 | 0.3 | |
MAC | 0.96 | 0.85 | 0.84 |
Table | Base | Cross slide | Column | Housing | |
---|---|---|---|---|---|
Material | FC250 | FC300 | FC300 | FC300 | FC300 |
Density (kg/m3) | 7358 | 8304 | 7475 | 7368 | 7743 |
Young’s modulus (GPa) | 133 | 172 | 141 | 146 | 167 |
Poisson’s ratio | 0.29 | 0.29 | 0.29 | 0.29 | 0.29 |
Weight (kg) | 265 | 1980 | 380 | 1290 | 410 |
3.2 Reversal numerically finding of support stiffness at each assembly stage
Stage | 1st | 2nd | 3rd | 4th |
---|---|---|---|---|
Nodes | 591,618 | 1,053,313 | 1,104,088 | 1,620,364 |
Elements | 644,869 | 1,247,492 | 1,277,029 | 1,894,493 |
Stage | Mode | 1 | 2 | 3 |
---|---|---|---|---|
1st | Experiment | 54 | 63 | 98 |
FEA | 52.4 | 58.7 | 96.8 | |
Error (%) | 2.9 | 6.9 | 1.2 | |
MAC | 0.78 | 0.94 | 0.7 | |
2nd | Experiment | 45.5 | 57 | 88 |
FEA | 46.2 | 55 | 86.8 | |
Error (%) | 1.4 | 3.6 | 1.3 | |
MAC | 0.98 | 0.79 | 0.72 | |
3rd | Experiment | 44.5 | 53.5 | 88.5 |
FEA | 47.6 | 55.1 | 86.8 | |
Error (%) | 6.9 | 3.0 | 1.9 | |
MAC | 0.94 | 0.9 | 0.75 | |
4th | Experiment | 34 | 46 | 75.5 |
FEA | 36.1 | 48.1 | 76.6 | |
Error (%) | 6.1 | 4.6 | 1.4 | |
MAC | 0.7 | 0.97 | 0.9 |
4 Experimental verification of the stiffness model
4.1 Support stiffness equation
4.2 Application of support stiffness equations
Stage | 5th | 6th |
---|---|---|
Nodes | 1,686,467 | 1,698,175 |
Elements | 1,944,168 | 1,985,549 |
Stage | Mode | 1 | 2 | 3 |
---|---|---|---|---|
5th | Experiment | 30.5 | 32 | 43 |
FEA-Stiffness | 32.5 | 34.3 | 44.5 | |
Error (%) | 6.5 | 7.1 | 3.6 | |
MAC | 0.77 | 0.93 | 0.98 | |
6th | Experiment | 26.5 | 31.5 | 44 |
FEA-Stiffness | 25.9 | 33.6 | 43.6 | |
Error (%) | 2.2 | 6.6 | 0.9 | |
MAC | 0.77 | 0.93 | 0.91 |
Stage | Mode | 1 | 2 | 3 | 4 | 5 | 6 |
---|---|---|---|---|---|---|---|
5th | Experiment | 30.5 | 32 | 43 | 56 | 82.5 | 91 |
FEA-Stiffness | 32.5 | 34.3 | 44.5 | 60.6 | 82.7 | 91.7 | |
Error (%) | 6.5 | 7.1 | 3.6 | 8.2 | 0.2 | 0.8 | |
MAC | 0.77 | 0.93 | 0.98 | 0.78 | 0.91 | 0.75 | |
FEA-Fix | 59.5 | 75.6 | 90.0 | 105.6 | 110.9 | 111.7 | |
Error (%) | 95 | 136 | 109 | 89 | 34 | 23 | |
MAC | 0.45 | 0.07 | 0 | 0.05 | 0.23 | 0.27 | |
FEA-Free | 65.6 | 76.4 | 117.3 | 132.1 | 135.3 | 155.5 | |
Error (%) | 115 | 139 | 173 | 136 | 64 | 71 | |
MAC | 0 | 0.01 | 0.02 | 0.11 | 0.02 | 0.07 |