67 KiB
Finite Element Model with Simscape
- Amplified Piezoelectric Actuator - 3D elements
- Introduction
- Import Mass Matrix, Stiffness Matrix, and Interface Nodes Coordinates
- Output parameters
- Piezoelectric parameters
- Identification of the Dynamics
- Comparison with Ansys
- Force Sensor
- Distributed Actuator
- Distributed Actuator and Force Sensor
- Dynamics from input voltage to displacement
- Dynamics from input voltage to output voltage
- APA300ML
- Flexible Joint
- Integral Force Feedback with Amplified Piezo
- Bibliography
Amplified Piezoelectric Actuator - 3D elements
Introduction ignore
The idea here is to:
- export a FEM of an amplified piezoelectric actuator from Ansys to Matlab
- import it into a Simscape model
- compare the obtained dynamics
- add 10kg mass on top of the actuator and identify the dynamics
- compare with results from Ansys where 10kg are directly added to the FEM
Import Mass Matrix, Stiffness Matrix, and Interface Nodes Coordinates
We first extract the stiffness and mass matrices.
K = extractMatrix('piezo_amplified_3d_K.txt');
M = extractMatrix('piezo_amplified_3d_M.txt');
Then, we extract the coordinates of the interface nodes.
[int_xyz, int_i, n_xyz, n_i, nodes] = extractNodes('piezo_amplified_3d.txt');
save('./mat/piezo_amplified_3d.mat', 'int_xyz', 'int_i', 'n_xyz', 'n_i', 'nodes', 'M', 'K');
Output parameters
load('./mat/piezo_amplified_3d.mat', 'int_xyz', 'int_i', 'n_xyz', 'n_i', 'nodes', 'M', 'K');
Total number of Nodes | 168959 |
Number of interface Nodes | 13 |
Number of Modes | 30 |
Size of M and K matrices | 108 |
Node i | Node Number | x [m] | y [m] | z [m] |
---|---|---|---|---|
1.0 | 168947.0 | 0.0 | 0.03 | 0.0 |
2.0 | 168949.0 | 0.0 | -0.03 | 0.0 |
3.0 | 168950.0 | -0.035 | 0.0 | 0.0 |
4.0 | 168951.0 | -0.028 | 0.0 | 0.0 |
5.0 | 168952.0 | -0.021 | 0.0 | 0.0 |
6.0 | 168953.0 | -0.014 | 0.0 | 0.0 |
7.0 | 168954.0 | -0.007 | 0.0 | 0.0 |
8.0 | 168955.0 | 0.0 | 0.0 | 0.0 |
9.0 | 168956.0 | 0.007 | 0.0 | 0.0 |
10.0 | 168957.0 | 0.014 | 0.0 | 0.0 |
11.0 | 168958.0 | 0.021 | 0.0 | 0.0 |
12.0 | 168959.0 | 0.035 | 0.0 | 0.0 |
13.0 | 168960.0 | 0.028 | 0.0 | 0.0 |
300000000.0 | -30000.0 | 8000.0 | -200.0 | -30.0 | -60000.0 | 20000000.0 | -4000.0 | 500.0 | 8 |
-30000.0 | 100000000.0 | 400.0 | 30.0 | 200.0 | -1 | 4000.0 | -8000000.0 | 800.0 | 7 |
8000.0 | 400.0 | 50000000.0 | -800000.0 | -300.0 | -40.0 | 300.0 | 100.0 | 5000000.0 | 40000.0 |
-200.0 | 30.0 | -800000.0 | 20000.0 | 5 | 1 | -10.0 | -2 | -40000.0 | -300.0 |
-30.0 | 200.0 | -300.0 | 5 | 40000.0 | 0.3 | -4 | -10.0 | 40.0 | 0.4 |
-60000.0 | -1 | -40.0 | 1 | 0.3 | 3000.0 | 7000.0 | 0.8 | -1 | 0.0003 |
20000000.0 | 4000.0 | 300.0 | -10.0 | -4 | 7000.0 | 300000000.0 | 20000.0 | 3000.0 | 80.0 |
-4000.0 | -8000000.0 | 100.0 | -2 | -10.0 | 0.8 | 20000.0 | 100000000.0 | -4000.0 | -100.0 |
500.0 | 800.0 | 5000000.0 | -40000.0 | 40.0 | -1 | 3000.0 | -4000.0 | 50000000.0 | 800000.0 |
8 | 7 | 40000.0 | -300.0 | 0.4 | 0.0003 | 80.0 | -100.0 | 800000.0 | 20000.0 |
0.03 | 2e-06 | -2e-07 | 1e-08 | 2e-08 | 0.0002 | -0.001 | 2e-07 | -8e-08 | -9e-10 |
2e-06 | 0.02 | -5e-07 | 7e-09 | 3e-08 | 2e-08 | -3e-07 | 0.0003 | -1e-08 | 1e-10 |
-2e-07 | -5e-07 | 0.02 | -9e-05 | 4e-09 | -1e-08 | 2e-07 | -2e-08 | -0.0006 | -5e-06 |
1e-08 | 7e-09 | -9e-05 | 1e-06 | 6e-11 | 4e-10 | -1e-09 | 3e-11 | 5e-06 | 3e-08 |
2e-08 | 3e-08 | 4e-09 | 6e-11 | 1e-06 | 2e-10 | -2e-09 | 2e-10 | -7e-09 | -4e-11 |
0.0002 | 2e-08 | -1e-08 | 4e-10 | 2e-10 | 2e-06 | -2e-06 | -1e-09 | -7e-10 | -9e-12 |
-0.001 | -3e-07 | 2e-07 | -1e-09 | -2e-09 | -2e-06 | 0.03 | -2e-06 | -1e-07 | -5e-09 |
2e-07 | 0.0003 | -2e-08 | 3e-11 | 2e-10 | -1e-09 | -2e-06 | 0.02 | -8e-07 | -1e-08 |
-8e-08 | -1e-08 | -0.0006 | 5e-06 | -7e-09 | -7e-10 | -1e-07 | -8e-07 | 0.02 | 9e-05 |
-9e-10 | 1e-10 | -5e-06 | 3e-08 | -4e-11 | -9e-12 | -5e-09 | -1e-08 | 9e-05 | 1e-06 |
Using K
, M
and int_xyz
, we can use the Reduced Order Flexible Solid
simscape block.
Piezoelectric parameters
Parameters for the APA95ML:
d33 = 3e-10; % Strain constant [m/V]
n = 80; % Number of layers per stack
eT = 1.6e-7; % Permittivity under constant stress [F/m]
sD = 2e-11; % Elastic compliance under constant electric displacement [m2/N]
ka = 235e6; % Stack stiffness [N/m]
C = 5e-6; % Stack capactiance [F]
na = 2; % Number of stacks used as actuator
ns = 1; % Number of stacks used as force sensor
The ratio of the developed force to applied voltage is $d_{33} n k_a$ in [N/V]. We denote this constant by $g_a$ and: \[ F_a = g_a V_a, \quad g_a = d_{33} n k_a \]
d33*(na*n)*(ka/(na + ns)) % [N/V]
3.76
From cite:fleming14_desig_model_contr_nanop_system (page 123), the relation between relative displacement and generated voltage is: \[ V_s = \frac{d_{33}}{\epsilon^T s^D n} \Delta h \] where:
- $V_s$: measured voltage [V]
- $d_{33}$: strain constant [m/V]
- $\epsilon^T$: permittivity under constant stress [F/m]
- $s^D$: elastic compliance under constant electric displacement [m^2/N]
- $n$: number of layers
- $\Delta h$: relative displacement [m]
1e-6*d33/(eT*sD*ns*n) % [V/um]
1.1719
Identification of the Dynamics
The flexible element is imported using the Reduced Order Flexible Solid
simscape block.
To model the actuator, an Internal Force
block is added between the nodes 3 and 12.
A Relative Motion Sensor
block is added between the nodes 1 and 2 to measure the displacement and the amplified piezo.
One mass is fixed at one end of the piezo-electric stack actuator, the other end is fixed to the world frame.
We first set the mass to be zero.
m = 0.01;
The dynamics is identified from the applied force to the measured relative displacement.
%% Name of the Simulink File
mdl = 'piezo_amplified_3d';
%% Input/Output definition
clear io; io_i = 1;
io(io_i) = linio([mdl, '/F'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/y'], 1, 'openoutput'); io_i = io_i + 1;
Gh = -linearize(mdl, io);
Then, we add 10Kg of mass:
m = 5;
And the dynamics is identified.
The two identified dynamics are compared in Figure fig:dynamics_act_disp_comp_mass.
%% Name of the Simulink File
mdl = 'piezo_amplified_3d';
%% Input/Output definition
clear io; io_i = 1;
io(io_i) = linio([mdl, '/F'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/y'], 1, 'openoutput'); io_i = io_i + 1;
Ghm = -linearize(mdl, io);
Comparison with Ansys
Let's import the results from an Harmonic response analysis in Ansys.
Gresp0 = readtable('FEA_HarmResponse_00kg.txt');
Gresp10 = readtable('FEA_HarmResponse_10kg.txt');
The obtained dynamics from the Simscape model and from the Ansys analysis are compare in Figure fig:dynamics_force_disp_comp_anasys.
Force Sensor
The dynamics is identified from internal forces applied between nodes 3 and 11 to the relative displacement of nodes 11 and 13.
The obtained dynamics is shown in Figure fig:dynamics_force_force_sensor_comp_mass.
m = 0;
%% Name of the Simulink File
mdl = 'piezo_amplified_3d';
%% Input/Output definition
clear io; io_i = 1;
io(io_i) = linio([mdl, '/Fa'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/Fs'], 1, 'openoutput'); io_i = io_i + 1;
Gf = linearize(mdl, io);
m = 10;
%% Name of the Simulink File
mdl = 'piezo_amplified_3d';
%% Input/Output definition
clear io; io_i = 1;
io(io_i) = linio([mdl, '/Fa'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/Fs'], 1, 'openoutput'); io_i = io_i + 1;
Gfm = linearize(mdl, io);
Distributed Actuator
m = 0;
The dynamics is identified from the applied force to the measured relative displacement.
%% Name of the Simulink File
mdl = 'piezo_amplified_3d_distri';
%% Input/Output definition
clear io; io_i = 1;
io(io_i) = linio([mdl, '/F'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/y'], 1, 'openoutput'); io_i = io_i + 1;
Gd = linearize(mdl, io);
Then, we add 10Kg of mass:
m = 10;
And the dynamics is identified.
%% Name of the Simulink File
mdl = 'piezo_amplified_3d_distri';
%% Input/Output definition
clear io; io_i = 1;
io(io_i) = linio([mdl, '/F'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/y'], 1, 'openoutput'); io_i = io_i + 1;
Gdm = linearize(mdl, io);
Distributed Actuator and Force Sensor
m = 0;
%% Name of the Simulink File
mdl = 'piezo_amplified_3d_distri_act_sens';
%% Input/Output definition
clear io; io_i = 1;
io(io_i) = linio([mdl, '/F'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/Fm'], 1, 'openoutput'); io_i = io_i + 1;
Gfd = linearize(mdl, io);
m = 10;
%% Name of the Simulink File
mdl = 'piezo_amplified_3d_distri_act_sens';
%% Input/Output definition
clear io; io_i = 1;
io(io_i) = linio([mdl, '/F'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/Fm'], 1, 'openoutput'); io_i = io_i + 1;
Gfdm = linearize(mdl, io);
Dynamics from input voltage to displacement
m = 5;
And the dynamics is identified.
The two identified dynamics are compared in Figure fig:dynamics_act_disp_comp_mass.
%% Name of the Simulink File
mdl = 'piezo_amplified_3d';
%% Input/Output definition
clear io; io_i = 1;
io(io_i) = linio([mdl, '/V'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/y'], 1, 'openoutput'); io_i = io_i + 1;
G = -linearize(mdl, io);
save('../test-bench-apa/mat/fem_model_5kg.mat', 'G')
Dynamics from input voltage to output voltage
m = 5;
%% Name of the Simulink File
mdl = 'piezo_amplified_3d';
%% Input/Output definition
clear io; io_i = 1;
io(io_i) = linio([mdl, '/Va'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/Vs'], 1, 'openoutput'); io_i = io_i + 1;
G = -linearize(mdl, io);
APA300ML
Introduction ignore
Import Mass Matrix, Stiffness Matrix, and Interface Nodes Coordinates
We first extract the stiffness and mass matrices.
K = extractMatrix('mat_K-48modes-7MDoF.matrix');
M = extractMatrix('mat_M-48modes-7MDoF.matrix');
K = extractMatrix('mat_K-80modes-7MDoF.matrix');
M = extractMatrix('mat_M-80modes-7MDoF.matrix');
Then, we extract the coordinates of the interface nodes.
[int_xyz, int_i, n_xyz, n_i, nodes] = extractNodes('Nodes_MDoF_NLIST_MLIST.txt');
save('./mat/APA300ML.mat', 'int_xyz', 'int_i', 'n_xyz', 'n_i', 'nodes', 'M', 'K');
Output parameters
load('./mat/APA300ML.mat', 'int_xyz', 'int_i', 'n_xyz', 'n_i', 'nodes', 'M', 'K');
Total number of Nodes | 7 |
Number of interface Nodes | 7 |
Number of Modes | 6 |
Size of M and K matrices | 48 |
Node i | Node Number | x [m] | y [m] | z [m] |
---|---|---|---|---|
1.0 | 53917.0 | 0.0 | -0.015 | 0.0 |
2.0 | 53918.0 | 0.0 | 0.015 | 0.0 |
3.0 | 53919.0 | -0.0325 | 0.0 | 0.0 |
4.0 | 53920.0 | -0.0125 | 0.0 | 0.0 |
5.0 | 53921.0 | -0.0075 | 0.0 | 0.0 |
6.0 | 53922.0 | 0.0125 | 0.0 | 0.0 |
7.0 | 53923.0 | 0.0325 | 0.0 | 0.0 |
200000000.0 | 30000.0 | 50000.0 | 200.0 | -100.0 | -300000.0 | 10000000.0 | -6000.0 | 20000.0 | -60.0 |
30000.0 | 7000000.0 | 10000.0 | 30.0 | -30.0 | -70.0 | 7000.0 | -500000.0 | 3000.0 | -10.0 |
50000.0 | 10000.0 | 30000000.0 | 200000.0 | -200.0 | -100.0 | 20000.0 | -2000.0 | 2000000.0 | -9000.0 |
200.0 | 30.0 | 200000.0 | 1000.0 | -0.8 | -0.4 | 50.0 | -6 | 9000.0 | -30.0 |
-100.0 | -30.0 | -200.0 | -0.8 | 10000.0 | 0.2 | -40.0 | 10.0 | 20.0 | -0.05 |
-300000.0 | -70.0 | -100.0 | -0.4 | 0.2 | 900.0 | -30000.0 | 10.0 | -40.0 | 0.1 |
10000000.0 | 7000.0 | 20000.0 | 50.0 | -40.0 | -30000.0 | 200000000.0 | -50000.0 | 30000.0 | -50.0 |
-6000.0 | -500000.0 | -2000.0 | -6 | 10.0 | 10.0 | -50000.0 | 7000000.0 | -4000.0 | 8 |
20000.0 | 3000.0 | 2000000.0 | 9000.0 | 20.0 | -40.0 | 30000.0 | -4000.0 | 30000000.0 | -200000.0 |
-60.0 | -10.0 | -9000.0 | -30.0 | -0.05 | 0.1 | -50.0 | 8 | -200000.0 | 1000.0 |
0.01 | 7e-06 | -5e-06 | -6e-08 | 3e-09 | -5e-05 | -0.0005 | -2e-07 | -3e-06 | 1e-08 |
7e-06 | 0.009 | 4e-07 | 6e-09 | -4e-09 | -3e-08 | -2e-07 | 6e-05 | 5e-07 | -1e-09 |
-5e-06 | 4e-07 | 0.01 | 2e-05 | 2e-08 | 3e-08 | -2e-06 | -1e-07 | -0.0002 | 9e-07 |
-6e-08 | 6e-09 | 2e-05 | 3e-07 | 1e-10 | 3e-10 | -7e-09 | 2e-10 | -9e-07 | 3e-09 |
3e-09 | -4e-09 | 2e-08 | 1e-10 | 1e-07 | -3e-12 | 6e-09 | -2e-10 | -3e-09 | 9e-12 |
-5e-05 | -3e-08 | 3e-08 | 3e-10 | -3e-12 | 6e-07 | 1e-06 | -3e-09 | 2e-08 | -7e-11 |
-0.0005 | -2e-07 | -2e-06 | -7e-09 | 6e-09 | 1e-06 | 0.01 | -8e-06 | -2e-06 | 9e-09 |
-2e-07 | 6e-05 | -1e-07 | 2e-10 | -2e-10 | -3e-09 | -8e-06 | 0.009 | 1e-07 | 2e-09 |
-3e-06 | 5e-07 | -0.0002 | -9e-07 | -3e-09 | 2e-08 | -2e-06 | 1e-07 | 0.01 | -2e-05 |
1e-08 | -1e-09 | 9e-07 | 3e-09 | 9e-12 | -7e-11 | 9e-09 | 2e-09 | -2e-05 | 3e-07 |
Using K
, M
and int_xyz
, we can use the Reduced Order Flexible Solid
simscape block.
Piezoelectric parameters
Parameters for the APA300ML:
d33 = 3e-10; % Strain constant [m/V]
n = 80; % Number of layers per stack
eT = 1.6e-8; % Permittivity under constant stress [F/m]
sD = 2e-11; % Elastic compliance under constant electric displacement [m2/N]
ka = 235e6; % Stack stiffness [N/m]
C = 5e-6; % Stack capactiance [F]
na = 2; % Number of stacks used as actuator
ns = 1; % Number of stacks used as force sensor
The ratio of the developed force to applied voltage is $d_{33} n k_a$ in [N/V]. We denote this constant by $g_a$ and: \[ F_a = g_a V_a, \quad g_a = d_{33} n k_a \]
d33*(na*n)*(ka/(na + ns)) % [N/V]
0.42941
From cite:fleming14_desig_model_contr_nanop_system (page 123), the relation between relative displacement and generated voltage is: \[ V_s = \frac{d_{33}}{\epsilon^T s^D n} \Delta h \] where:
- $V_s$: measured voltage [V]
- $d_{33}$: strain constant [m/V]
- $\epsilon^T$: permittivity under constant stress [F/m]
- $s^D$: elastic compliance under constant electric displacement [m^2/N]
- $n$: number of layers
- $\Delta h$: relative displacement [m]
1e-6*d33/(eT*sD*ns*n) % [V/um]
5.8594
Identification of the APA Characteristics
Stiffness
The transfer function from vertical external force to the relative vertical displacement is identified.
The inverse of its DC gain is the axial stiffness of the APA:
1e-6/dcgain(G) % [N/um]
1.8634
The specified stiffness in the datasheet is $k = 1.8\, [N/\mu m]$.
Resonance Frequency
The resonance frequency is specified to be between 650Hz and 840Hz. This is also the case for the FEM model (Figure fig:apa300ml_resonance).
Amplification factor
The amplification factor is the ratio of the axial displacement to the stack displacement.
The ratio of the two displacement is computed from the FEM model.
-dcgain(G(1,1))./dcgain(G(2,1))
4.936
If we take the ratio of the piezo height and length (approximation of the amplification factor):
75/15
5
Stroke
Estimation of the actuator stroke: \[ \Delta H = A n \Delta L \] with:
- $\Delta H$ Axial Stroke of the APA
- $A$ Amplification factor (5 for the APA300ML)
- $n$ Number of stack used
- $\Delta L$ Stroke of the stack (0.1% of its length)
1e6 * 5 * 3 * 20e-3 * 0.1e-2
300
This is exactly the specified stroke in the data-sheet.
Identification of the Dynamics
The flexible element is imported using the Reduced Order Flexible Solid
simscape block.
To model the actuator, an Internal Force
block is added between the nodes 3 and 12.
A Relative Motion Sensor
block is added between the nodes 1 and 2 to measure the displacement and the amplified piezo.
One mass is fixed at one end of the piezo-electric stack actuator, the other end is fixed to the world frame.
We first set the mass to be zero.
The dynamics is identified from the applied force to the measured relative displacement.
The same dynamics is identified for a payload mass of 10Kg.
m = 10;
IFF
Let's use 2 stacks as actuators and 1 stack as force sensor.
The transfer function from actuator to sensors is identified and shown in Figure fig:apa300ml_iff_plant.
For root locus corresponding to IFF is shown in Figure fig:apa300ml_iff_root_locus.
DVF
Now the dynamics from the stack actuator to the relative motion sensor is identified and shown in Figure fig:apa300ml_dvf_plant.
The root locus for DVF is shown in Figure fig:apa300ml_dvf_root_locus.
Identification for a simpler model
The goal in this section is to identify the parameters of a simple APA model from the FEM. This can be useful is a lower order model is to be used for simulations.
The presented model is based on cite:souleille18_concep_activ_mount_space_applic.
The model represents the Amplified Piezo Actuator (APA) from Cedrat-Technologies (Figure fig:souleille18_model_piezo). The parameters are shown in the table below.
Meaning | |
---|---|
$k_e$ | Stiffness used to adjust the pole of the isolator |
$k_1$ | Stiffness of the metallic suspension when the stack is removed |
$k_a$ | Stiffness of the actuator |
$c_1$ | Added viscous damping |
The goal is to determine $k_e$, $k_a$ and $k_1$ so that the simplified model fits the FEM model.
\[ \alpha = \frac{x_1}{f}(\omega=0) = \frac{\frac{k_e}{k_e + k_a}}{k_1 + \frac{k_e k_a}{k_e + k_a}} \] \[ \beta = \frac{x_1}{F}(\omega=0) = \frac{1}{k_1 + \frac{k_e k_a}{k_e + k_a}} \]
If we can fix $k_a$, we can determine $k_e$ and $k_1$ with: \[ k_e = \frac{k_a}{\frac{\beta}{\alpha} - 1} \] \[ k_1 = \frac{1}{\beta} - \frac{k_e k_a}{k_e + k_a} \]
From the identified dynamics, compute $\alpha$ and $\beta$
alpha = abs(dcgain(G('y', 'Fa')));
beta = abs(dcgain(G('y', 'Fd')));
$k_a$ is estimated using the following formula:
ka = 0.8/abs(dcgain(G('y', 'Fa')));
The factor can be adjusted to better match the curves.
Then $k_e$ and $k_1$ are computed.
ke = ka/(beta/alpha - 1);
k1 = 1/beta - ke*ka/(ke + ka);
Value [N/um] | |
---|---|
ka | 42.9 |
ke | 1.5 |
k1 | 0.4 |
The damping in the system is adjusted to match the FEM model if necessary.
c1 = 1e2;
Analytical model of the simpler system:
Ga = 1/(m*s^2 + k1 + c1*s + ke*ka/(ke + ka)) * ...
[ 1 , k1 + c1*s + ke*ka/(ke + ka) , ke/(ke + ka) ;
-ke*ka/(ke + ka), ke*ka/(ke + ka)*m*s^2 , -ke/(ke + ka)*(m*s^2 + c1*s + k1)];
Ga.InputName = {'Fd', 'w', 'Fa'};
Ga.OutputName = {'y', 'Fs'};
Adjust the DC gain for the force sensor:
lambda = dcgain(Ga('Fs', 'Fd'))/dcgain(G('Fs', 'Fd'));
Flexible Joint
Introduction ignore
Import Mass Matrix, Stiffness Matrix, and Interface Nodes Coordinates
We first extract the stiffness and mass matrices.
K = extractMatrix('mat_K_6modes_2MDoF.matrix');
M = extractMatrix('mat_M_6modes_2MDoF.matrix');
Then, we extract the coordinates of the interface nodes.
[int_xyz, int_i, n_xyz, n_i, nodes] = extractNodes('out_nodes_3D.txt');
save('./mat/flexor_ID16.mat', 'int_xyz', 'int_i', 'n_xyz', 'n_i', 'nodes', 'M', 'K');
Output parameters
load('./mat/flexor_ID16.mat', 'int_xyz', 'int_i', 'n_xyz', 'n_i', 'nodes', 'M', 'K');
Total number of Nodes | 2 |
Number of interface Nodes | 2 |
Number of Modes | 6 |
Size of M and K matrices | 18 |
Node i | Node Number | x [m] | y [m] | z [m] |
---|---|---|---|---|
1.0 | 181278.0 | 0.0 | 0.0 | 0.0 |
2.0 | 181279.0 | 0.0 | 0.0 | -0.0 |
11200000.0 | 195.0 | 2220.0 | -0.719 | -265.0 | 1.59 | -11200000.0 | -213.0 | -2220.0 | 0.147 |
195.0 | 11400000.0 | 1290.0 | -148.0 | -0.188 | 2.41 | -212.0 | -11400000.0 | -1290.0 | 148.0 |
2220.0 | 1290.0 | 119000000.0 | 1.31 | 1.49 | 1.79 | -2220.0 | -1290.0 | -119000000.0 | -1.31 |
-0.719 | -148.0 | 1.31 | 33.0 | 0.000488 | -0.000977 | 0.141 | 148.0 | -1.31 | -33.0 |
-265.0 | -0.188 | 1.49 | 0.000488 | 33.0 | 0.00293 | 266.0 | 0.154 | -1.49 | 0.00026 |
1.59 | 2.41 | 1.79 | -0.000977 | 0.00293 | 236.0 | -1.32 | -2.55 | -1.79 | 0.000379 |
-11200000.0 | -212.0 | -2220.0 | 0.141 | 266.0 | -1.32 | 11400000.0 | 24600.0 | 1640.0 | 120.0 |
-213.0 | -11400000.0 | -1290.0 | 148.0 | 0.154 | -2.55 | 24600.0 | 11400000.0 | 1290.0 | -72.0 |
-2220.0 | -1290.0 | -119000000.0 | -1.31 | -1.49 | -1.79 | 1640.0 | 1290.0 | 119000000.0 | 1.32 |
0.147 | 148.0 | -1.31 | -33.0 | 0.00026 | 0.000379 | 120.0 | -72.0 | 1.32 | 34.7 |
0.02 | 1e-09 | -4e-08 | -1e-10 | 0.0002 | -3e-11 | 0.004 | 5e-08 | 7e-08 | 1e-10 |
1e-09 | 0.02 | -3e-07 | -0.0002 | -1e-10 | -2e-09 | 2e-08 | 0.004 | 3e-07 | 1e-05 |
-4e-08 | -3e-07 | 0.02 | 7e-10 | -2e-09 | 1e-09 | 3e-07 | 7e-08 | 0.003 | 1e-09 |
-1e-10 | -0.0002 | 7e-10 | 4e-06 | -1e-12 | -6e-13 | 2e-10 | -7e-06 | -8e-10 | -1e-09 |
0.0002 | -1e-10 | -2e-09 | -1e-12 | 3e-06 | 2e-13 | 9e-06 | 4e-11 | 2e-09 | -3e-13 |
-3e-11 | -2e-09 | 1e-09 | -6e-13 | 2e-13 | 4e-07 | 8e-11 | 9e-10 | -1e-09 | 2e-12 |
0.004 | 2e-08 | 3e-07 | 2e-10 | 9e-06 | 8e-11 | 0.02 | -7e-08 | -3e-07 | -2e-10 |
5e-08 | 0.004 | 7e-08 | -7e-06 | 4e-11 | 9e-10 | -7e-08 | 0.01 | -4e-08 | 0.0002 |
7e-08 | 3e-07 | 0.003 | -8e-10 | 2e-09 | -1e-09 | -3e-07 | -4e-08 | 0.02 | -1e-09 |
1e-10 | 1e-05 | 1e-09 | -1e-09 | -3e-13 | 2e-12 | -2e-10 | 0.0002 | -1e-09 | 2e-06 |
Using K
, M
and int_xyz
, we can use the Reduced Order Flexible Solid
simscape block.
Flexible Joint Characteristics
Caracteristic | Value | Estimation by Francois |
---|---|---|
Axial Stiffness [N/um] | 119 | 60 |
Bending Stiffness [Nm/rad] | 33 | 15 |
Bending Stiffness [Nm/rad] | 33 | 15 |
Torsion Stiffness [Nm/rad] | 236 | 20 |
Identification
m = 10;
The dynamics is identified from the applied force to the measured relative displacement.
%% Name of the Simulink File
mdl = 'flexor_ID16';
%% Input/Output definition
clear io; io_i = 1;
io(io_i) = linio([mdl, '/T'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/D'], 1, 'openoutput'); io_i = io_i + 1;
G = linearize(mdl, io);
Caracteristic | Value | Identification |
---|---|---|
Axial Stiffness Dz [N/um] | 119 | 119 |
Bending Stiffness Rx [Nm/rad] | 33 | 34 |
Bending Stiffness Ry [Nm/rad] | 33 | 126 |
Torsion Stiffness Rz [Nm/rad] | 236 | 238 |
Integral Force Feedback with Amplified Piezo
Introduction ignore
In this section, we try to replicate the results obtained in cite:souleille18_concep_activ_mount_space_applic.
Import Mass Matrix, Stiffness Matrix, and Interface Nodes Coordinates
We first extract the stiffness and mass matrices.
K = extractMatrix('piezo_amplified_IFF_K.txt');
M = extractMatrix('piezo_amplified_IFF_M.txt');
Then, we extract the coordinates of the interface nodes.
[int_xyz, int_i, n_xyz, n_i, nodes] = extractNodes('piezo_amplified_IFF.txt');
IFF Plant
The transfer function from the force actuator to the force sensor is identified and shown in Figure fig:piezo_amplified_iff_plant.
Kiff = tf(0);
m = 0;
%% Name of the Simulink File
mdl = 'piezo_amplified_IFF';
%% Input/Output definition
clear io; io_i = 1;
io(io_i) = linio([mdl, '/Kiff'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/G'], 1, 'openoutput'); io_i = io_i + 1;
Gf = linearize(mdl, io);
m = 10;
Gfm = linearize(mdl, io);
IFF controller
The controller is defined and the loop gain is shown in Figure fig:piezo_amplified_iff_loop_gain.
Kiff = -1e12/s;
Closed Loop System
m = 10;
Kiff = -1e12/s;
%% Name of the Simulink File
mdl = 'piezo_amplified_IFF';
%% Input/Output definition
clear io; io_i = 1;
io(io_i) = linio([mdl, '/Dw'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/F'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/Fd'], 1, 'openinput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/d'], 1, 'openoutput'); io_i = io_i + 1;
io(io_i) = linio([mdl, '/G'], 1, 'output'); io_i = io_i + 1;
Giff = linearize(mdl, io);
Giff.InputName = {'w', 'f', 'F'};
Giff.OutputName = {'x1', 'Fs'};
Kiff = tf(0);
G = linearize(mdl, io);
G.InputName = {'w', 'f', 'F'};
G.OutputName = {'x1', 'Fs'};
Bibliography ignore
bibliographystyle:unsrt bibliography:ref.bib