Measurements

Table of Contents

1 Experimental conditions

  • The granite is not glued to the floor
  • FS = 512Hz
  • Made by Marc Lesourd on the 12 of January 2018

2 Measurements procedure

Geophones L-28LB geophones (table 1) are placed on

  • Marle
  • Tilt Stage
  • Top of Hexapod
Table 1: L-28LB Geophone characteristics
Natural Frequency [Hz] 4.5
Weight [g] 140
Sensitivity [V/(m/s)] 31.3

The structure is excited using an instrumented hammer with impacts on

  • Marble X-Y-Z
  • Hexapod X-Y-Z

3 Measurement Channels

Table 2: Description of each measurement channel
Ch. nb Element Location Direction
1 Hammer variable  
2 Geophone Marble X-Y-Z
3 Geophone Tilt stage X-Y-Z
4 Geophone Top of Hexapod X-Y-Z

4 Experiments

Table 3: Description of the location of direction of the excitation for each measurement
Meas. nb Location Direction
1 Marble X
2 Hexapod X
3 Marble Y
4 Hexapod Y
5 Marble Z
6 Hexapod Z

5 Data Analysis

5.1 Loading and pre-processing of the data

Data is scaled and integrated one time to go from velocity to displacement.

load('./raw_data/freq_frf.mat') % freq_frf

w = j*2*pi*freq_frf; % j.omega in [rad/s]

scale_factor = 1;

load('./raw_data/frf_marble_x.mat') % ReIm1
frf_marble_x = zeros(size(ReIm1, 1), 3);
frf_marble_x(:, 1) = -scale_factor*ReIm1(:, 2)./w; % marble_x
frf_marble_x(:, 2) = -scale_factor*ReIm1(:, 3)./w; % tilt_x
frf_marble_x(:, 3) = -scale_factor*ReIm1(:, 4)./w; % hexa_x

load('./raw_data/frf_hexa_x.mat') % ReIm2
frf_hexa_x = zeros(size(ReIm2, 1), 3);
frf_hexa_x(:, 1) = -scale_factor*ReIm2(:, 2)./w; % marble_x
frf_hexa_x(:, 2) = -scale_factor*ReIm2(:, 3)./w; % tilt_x
frf_hexa_x(:, 3) = -scale_factor*ReIm2(:, 4)./w; % hexa_x

load('./raw_data/frf_marble_y.mat') % ReIm3
frf_marble_y = zeros(size(ReIm3, 1), 3);
frf_marble_y(:, 1) = -scale_factor*ReIm3(:, 2)./w; % marble_y
frf_marble_y(:, 2) = -scale_factor*ReIm3(:, 3)./w; % tilt_y
frf_marble_y(:, 3) = -scale_factor*ReIm3(:, 4)./w; % hexa_y

load('./raw_data/frf_hexa_y.mat') % ReIm4
frf_hexa_y = zeros(size(ReIm4, 1), 3);
frf_hexa_y(:, 1) = scale_factor*ReIm4(:, 2)./w; % marble_y
frf_hexa_y(:, 2) = scale_factor*ReIm4(:, 3)./w; % tilt_y
frf_hexa_y(:, 3) = scale_factor*ReIm4(:, 4)./w; % hexa_y

load('./raw_data/frf_marble_z.mat') % ReIm5
frf_marble_z = zeros(size(ReIm5, 1), 3);
frf_marble_z(:, 1) = scale_factor*ReIm5(:, 2)./w; % marble_z
frf_marble_z(:, 2) = scale_factor*ReIm5(:, 3)./w; % tilt_z
frf_marble_z(:, 3) = scale_factor*ReIm5(:, 4)./w; % hexa_z

load('./raw_data/frf_hexa_z.mat') % ReIm6
frf_hexa_z = zeros(size(ReIm6, 1), 3);
frf_hexa_z(:, 1) = scale_factor*ReIm6(:, 2)./w; % marble_z
frf_hexa_z(:, 2) = scale_factor*ReIm6(:, 3)./w; % tilt_z
frf_hexa_z(:, 3) = scale_factor*ReIm6(:, 4)./w; % hexa_z
load('./raw_data/coher_marble_x.mat') % coh1
coh_marble_x = zeros(size(coh1, 1), 3);
coh_marble_x(:, 1) = coh1(:, 2); % marble_x
coh_marble_x(:, 2) = coh1(:, 3); % tilt_x
coh_marble_x(:, 3) = coh1(:, 4); % hexa_x

load('./raw_data/coher_hexa_x.mat') % coh2
coh_hexa_x = zeros(size(coh2, 1), 3);
coh_hexa_x(:, 1) = coh2(:, 2); % marble_x
coh_hexa_x(:, 2) = coh2(:, 3); % tilt_x
coh_hexa_x(:, 3) = coh2(:, 4); % hexa_x

load('./raw_data/coher_marble_y.mat') % coh3
coh_marble_y = zeros(size(coh3, 1), 3);
coh_marble_y(:, 1) = coh3(:, 2); % marble_y
coh_marble_y(:, 2) = coh3(:, 3); % tilt_y
coh_marble_y(:, 3) = coh3(:, 4); % hexa_y

load('./raw_data/coher_hexa_y.mat') % coh4
coh_hexa_y = zeros(size(coh4, 1), 3);
coh_hexa_y(:, 1) = coh4(:, 2); % marble_y
coh_hexa_y(:, 2) = coh4(:, 3); % tilt_y
coh_hexa_y(:, 3) = coh4(:, 4); % hexa_y

load('./raw_data/coher_marble_z.mat') % coh5
coh_marble_z = zeros(size(coh5, 1), 3);
coh_marble_z(:, 1) = coh5(:, 2); % marble_z
coh_marble_z(:, 2) = coh5(:, 3); % tilt_z
coh_marble_z(:, 3) = coh5(:, 4); % hexa_z

load('./raw_data/coher_hexa_z.mat') % coh6
coh_hexa_z = zeros(size(coh6, 1), 3);
coh_hexa_z(:, 1) = coh6(:, 2); % marble_z
coh_hexa_z(:, 2) = coh6(:, 3); % tilt_z
coh_hexa_z(:, 3) = coh6(:, 4); % hexa_z

5.2 X-direction FRF

marble_x_frf.png

Figure 1: Response to a force applied on the marble in the X direction

hexa_x_frf.png

Figure 2: Response to a force applied on the hexa in the X direction

5.3 Y-direction FRF

marble_y_frf.png

Figure 3: Response to a force applied on the marble in the Y direction

hexa_y_frf.png

Figure 4: Response to a force applied on the hexa in the Y direction

5.4 Z-direction FRF

marble_z_frf.png

Figure 5: Response to a force applied on the marble in the Z direction

hexa_z_frf.png

Figure 6: Response to a force applied on the hexa in the Z direction

Author: Thomas Dehaeze

Created: 2019-03-14 jeu. 11:54

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