nass-micro-station-measurem.../2018-01-12 - Marc/index.org

12 KiB

Measurements

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Experimental conditions

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

Measurements procedure

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

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

The structure is excited using an instrumented hammer with impacts on

  • Marble X-Y-Z
  • Hexapod X-Y-Z

Measurement Channels

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
Description of each measurement channel

Experiments

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

Data Analysis

Loading and pre-processing of the data

The Geophone sensitivity is defined below:

  w0 = 4.5*2*pi; % [rad/s]
  ksi = 0.38;
  G0 = 31.3; % [V/(m/s)]
  G = G0*(s/w0)^2/((s/w0)^2 + 2*ksi*(s/w0) + 1); % [V/(m/s)]

We then:

  • load the data
  • add a minus sign when needed
  • integrate the signal to have displacement instead of velocity
  • scaled with the sensitivity of the Geophone
  load('./raw_data/freq_frf.mat') % freq_frf

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

  scaling = squeeze(freqresp(G, 2*pi*freq_frf))/G0;

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

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

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

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

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

  load('./raw_data/frf_hexa_z.mat') % ReIm6
  frf_hexa_z = zeros(size(ReIm6, 1), 3);
  frf_hexa_z(:, 1) = ReIm6(:, 2)./w./scaling; % marble_z
  frf_hexa_z(:, 2) = ReIm6(:, 3)./w./scaling; % tilt_z
  frf_hexa_z(:, 3) = ReIm6(:, 4)./w./scaling; % 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

Finally, we save the processed data.

  save('./data/id31_microstation_2018_01_12_frf.mat', ...
         'frf_marble_x', ...
         'frf_marble_y', ...
         'frf_marble_z', ...
         'frf_hexa_x', ...
         'frf_hexa_y', ...
         'frf_hexa_z');
  save('./data/id31_microstation_2018_01_12_frf.mat', ...
         'coh_marble_x', ...
         'coh_marble_y', ...
         'coh_marble_z', ...
         'coh_hexa_x', ...
         'coh_hexa_y', ...
         'coh_hexa_z');

X-direction FRF

  <<plt-matlab>>

/tdehaeze/nass-micro-station-measurements/media/commit/b0e7186ef6f0fd7bcf0e2c665f4f9b4351b92d34/2018-01-12%20-%20Marc/figs/marble_x_frf.png

Response to a force applied on the marble in the X direction
  <<plt-matlab>>

/tdehaeze/nass-micro-station-measurements/media/commit/b0e7186ef6f0fd7bcf0e2c665f4f9b4351b92d34/2018-01-12%20-%20Marc/figs/hexa_x_frf.png

Response to a force applied on the hexa in the X direction

Y-direction FRF

  <<plt-matlab>>

/tdehaeze/nass-micro-station-measurements/media/commit/b0e7186ef6f0fd7bcf0e2c665f4f9b4351b92d34/2018-01-12%20-%20Marc/figs/marble_y_frf.png

Response to a force applied on the marble in the Y direction
  <<plt-matlab>>

/tdehaeze/nass-micro-station-measurements/media/commit/b0e7186ef6f0fd7bcf0e2c665f4f9b4351b92d34/2018-01-12%20-%20Marc/figs/hexa_y_frf.png

Response to a force applied on the hexa in the Y direction

Z-direction FRF

  <<plt-matlab>>

/tdehaeze/nass-micro-station-measurements/media/commit/b0e7186ef6f0fd7bcf0e2c665f4f9b4351b92d34/2018-01-12%20-%20Marc/figs/marble_z_frf.png

Response to a force applied on the marble in the Z direction
  <<plt-matlab>>

/tdehaeze/nass-micro-station-measurements/media/commit/b0e7186ef6f0fd7bcf0e2c665f4f9b4351b92d34/2018-01-12%20-%20Marc/figs/hexa_z_frf.png

Response to a force applied on the hexa in the Z direction