Measurements
Table of Contents
1 Experimental conditions
Date | 2017-11-17 |
Sensors | Accelerometers |
Excitation | Instrumented Hammer |
Location | Laboratory |
Dynamics of the station is evaluated using instrumented hammer and accelerometers fixed on each stage.
Goal:
- Obtain a first estimation of resonance frequencies
- Measurement made in a metrology lab
- The granite is not glued to the floor
- The Y-Translation stage is powered and in closed-loop
- The spindle is not powered
- Mass is placed on top of the Hexapod (how much?) (figure 1).
- Made by Marc Lesourd on the 17th of November 2017
Figure 1: Accelerometers position
Figure 2: Instrumented Hammer used
2 Measurements procedure
3-axis Accelerometers (specifications table 1) are glued on (see figure 1):
- Marble
- Y-Translation stage
- Tilt stage
- top of Hexapod
Sensitivity | 0.102 V/(m/s2) |
Measurement Range | 4.9 m/s2 pk |
Frequency Range | 0.5 to 3000 Hz |
resonant frequency | >20000 Hz |
broadband resolution | 0.0005 m/s2 rms |
The structure is excited using an instrumented hammer with impacts on (see figure 2):
- Marble
- Hexapod
3 Measurement Files
Two measurements files are:
id31_microstation_2017_11_17_frf.mat
that contains:freq_frf
the frequency vector in Hz- Computed frequency response functions (see table 2)
id31_microstation_2017_11_17_coh.mat
- Computed coherence
For each of the measurement, the measured channels are shown on table 3.
Object name | Location | Direction |
---|---|---|
frfhexax | Hexapod | X |
frfhexay | Hexapod | Y |
frfhexaz | Hexapod | Z |
frfmarblex | Marble | X |
frfmarbley | Marble | Y |
frfmarblez | Marble | Z |
Ch. nb | Element | Location | Direction |
---|---|---|---|
1 | Not wired | na | na |
2 | Accelerometer | Marble | X |
3 | Accelerometer | Marble | Y |
4 | Accelerometer | Marble | Z |
5 | Accelerometer | Ty | X |
6 | Accelerometer | Ty | Y |
7 | Accelerometer | Ty | Z |
8 | Accelerometer | Tilt | X |
9 | Accelerometer | Tilt | Y |
10 | Accelerometer | Tilt | Z |
11 | Accelerometer | Hexapod | X |
12 | Accelerometer | Hexapod | Y |
13 | Accelerometer | Hexapod | Z |
4 Data Analysis
4.1 Loading of the data
load('./raw_data/id31_microstation_2017_11_17_coh.mat',... 'coh_hexa_x',... 'coh_hexa_y',... 'coh_hexa_z',... 'coh_marble_x',... 'coh_marble_y',... 'coh_marble_z'); load('./raw_data/id31_microstation_2017_11_17_frf.mat',... 'freq_frf',... 'frf_hexa_x',... 'frf_hexa_y',... 'frf_hexa_z',... 'frf_marble_x',... 'frf_marble_y',... 'frf_marble_z');
4.2 Pre-processing of the data
The FRF data are scaled with the sensitivity of the accelerometer and integrated two times to have the displacement instead of the acceleration.
accel_sensitivity = 0.102; % [V/(m/s2)] w = j*2*pi*freq_frf; % j.omega in [rad/s] frf_hexa_x = 1/accel_sensitivity*frf_hexa_x./(w.^2); frf_hexa_y = -1/accel_sensitivity*frf_hexa_y./(w.^2); frf_hexa_z = -1/accel_sensitivity*frf_hexa_z./(w.^2); frf_marble_x = 1/accel_sensitivity*frf_marble_x./(w.^2); frf_marble_y = 1/accel_sensitivity*frf_marble_y./(w.^2); frf_marble_z = -1/accel_sensitivity*frf_marble_z./(w.^2);
4.3 X-direction FRF
Figure 3: Response to a force applied on the marble in the X direction
Figure 4: Response to a force applied on the hexa in the X direction
4.4 Y-direction FRF
Figure 5: Response to a force applied on the marble in the Y direction
Figure 6: Response to a force applied on the hexa in the Y direction
4.5 Z-direction FRF
Figure 7: Response to a force applied on the marble in the Z direction
Figure 8: Response to a force applied on the hexa in the Z direction
5 Results
- Resonances have been identified at 45Hz and 75Hz
- However, the quality of the measurements are bad at low frequency
- New measurements should be done with Geophones