Cubic configuration for the Stewart Platform
Table of Contents
- 1. Configuration Analysis - Stiffness Matrix
- 1.1. Cubic Stewart platform centered with the cube center - Jacobian estimated at the cube center
- 1.2. Cubic Stewart platform centered with the cube center - Jacobian not estimated at the cube center
- 1.3. Cubic Stewart platform not centered with the cube center - Jacobian estimated at the cube center
- 1.4. Cubic Stewart platform not centered with the cube center - Jacobian estimated at the Stewart platform center
- 1.5. Conclusion
- 1.6. Having Cube’s center above the top platform
- 2. Functions
The discovery of the Cubic configuration is done in geng94_six_degree_of_freed_activ.
The specificity of the Cubic configuration is that each actuator is orthogonal with the others:
the active struts are arranged in a mutually orthogonal configuration connecting the corners of a cube.
The cubic (or orthogonal) configuration of the Stewart platform is now widely used (preumont07_six_axis_singl_stage_activ,jafari03_orthog_gough_stewar_platf_microm).
According to preumont07_six_axis_singl_stage_activ:
This topology provides a uniform control capability and a uniform stiffness in all directions, and it minimizes the cross-coupling amongst actuators and sensors of different legs (being orthogonal to each other).
To generate and study the Cubic configuration, generateCubicConfiguration
is used (description in section 2.1).
The goal is to study the benefits of using a cubic configuration:
- Equal stiffness in all the degrees of freedom?
- No coupling between the actuators?
- Is the center of the cube an important point?
1 Configuration Analysis - Stiffness Matrix
First, we have to understand what is the physical meaning of the Stiffness matrix \(\bm{K}\).
The Stiffness matrix links forces \(\bm{f}\) and torques \(\bm{n}\) applied on the mobile platform at \(\{B\}\) to the displacement \(\Delta\bm{\mathcal{X}}\) of the mobile platform represented by \(\{B\}\) with respect to \(\{A\}\): \[ \bm{\mathcal{F}} = \bm{K} \Delta\bm{\mathcal{X}} \]
with:
- \(\bm{\mathcal{F}} = [\bm{f}\ \bm{n}]^{T}\)
- \(\Delta\bm{\mathcal{X}} = [\delta x, \delta y, \delta z, \delta \theta_{x}, \delta \theta_{y}, \delta \theta_{z}]^{T}\)
If the stiffness matrix is inversible, its inverse is the compliance matrix: \(\bm{C} = \bm{K}^{-1\) and: \[ \Delta \bm{\mathcal{X}} = C \bm{\mathcal{F}} \]
Thus, if the stiffness matrix is diagonal, the compliance matrix is also diagonal and a force (resp. torque) \(\bm{\mathcal{F}}_i\) applied on the mobile platform at \(\{B\}\) will induce a pure translation (resp. rotation) of the mobile platform represented by \(\{B\}\) with respect to \(\{A\}\).
One has to note that this is only valid in a static way.
1.1 Cubic Stewart platform centered with the cube center - Jacobian estimated at the cube center
We create a cubic Stewart platform (figure 1) in such a way that the center of the cube (black dot) is located at the center of the Stewart platform (blue dot). The Jacobian matrix is estimated at the location of the center of the cube.
H = 100e-3; % height of the Stewart platform [m] MO_B = -H/2; % Position {B} with respect to {M} [m] Hc = H; % Size of the useful part of the cube [m] FOc = H + MO_B; % Center of the cube with respect to {F}
stewart = initializeStewartPlatform(); stewart = initializeFramesPositions(stewart, 'H', H, 'MO_B', MO_B); stewart = generateCubicConfiguration(stewart, 'Hc', Hc, 'FOc', FOc, 'FHa', 0, 'MHb', 0); stewart = computeJointsPose(stewart); stewart = initializeStrutDynamics(stewart, 'K', ones(6,1)); stewart = computeJacobian(stewart); stewart = initializeCylindricalPlatforms(stewart, 'Fpr', 175e-3, 'Mpr', 150e-3);
Figure 1: Centered cubic configuration
Figure 2: Cubic Stewart platform centered with the cube center - Jacobian estimated at the cube center (png, pdf)
2 | 0 | -2.5e-16 | 0 | 2.1e-17 | 0 |
0 | 2 | 0 | -7.8e-19 | 0 | 0 |
-2.5e-16 | 0 | 2 | -2.4e-18 | -1.4e-17 | 0 |
0 | -7.8e-19 | -2.4e-18 | 0.015 | -4.3e-19 | 1.7e-18 |
1.8e-17 | 0 | -1.1e-17 | 0 | 0.015 | 0 |
6.6e-18 | -3.3e-18 | 0 | 1.7e-18 | 0 | 0.06 |
1.2 Cubic Stewart platform centered with the cube center - Jacobian not estimated at the cube center
We create a cubic Stewart platform with center of the cube located at the center of the Stewart platform (figure 1). The Jacobian matrix is not estimated at the location of the center of the cube.
H = 100e-3; % height of the Stewart platform [m] MO_B = 20e-3; % Position {B} with respect to {M} [m] Hc = H; % Size of the useful part of the cube [m] FOc = H/2; % Center of the cube with respect to {F}
stewart = initializeStewartPlatform(); stewart = initializeFramesPositions(stewart, 'H', H, 'MO_B', MO_B); stewart = generateCubicConfiguration(stewart, 'Hc', Hc, 'FOc', FOc, 'FHa', 0, 'MHb', 0); stewart = computeJointsPose(stewart); stewart = initializeStrutDynamics(stewart, 'K', ones(6,1)); stewart = computeJacobian(stewart); stewart = initializeCylindricalPlatforms(stewart, 'Fpr', 175e-3, 'Mpr', 150e-3);
Figure 3: Cubic Stewart platform centered with the cube center - Jacobian not estimated at the cube center (png, pdf)
2 | 0 | -2.5e-16 | 0 | -0.14 | 0 |
0 | 2 | 0 | 0.14 | 0 | 0 |
-2.5e-16 | 0 | 2 | -5.3e-19 | 0 | 0 |
0 | 0.14 | -5.3e-19 | 0.025 | 0 | 8.7e-19 |
-0.14 | 0 | 2.6e-18 | 1.6e-19 | 0.025 | 0 |
6.6e-18 | -3.3e-18 | 0 | 8.9e-19 | 0 | 0.06 |
1.3 Cubic Stewart platform not centered with the cube center - Jacobian estimated at the cube center
Here, the “center” of the Stewart platform is not at the cube center (figure 4). The Jacobian is estimated at the cube center.
H = 80e-3; % height of the Stewart platform [m] MO_B = -30e-3; % Position {B} with respect to {M} [m] Hc = 100e-3; % Size of the useful part of the cube [m] FOc = H + MO_B; % Center of the cube with respect to {F}
stewart = initializeStewartPlatform(); stewart = initializeFramesPositions(stewart, 'H', H, 'MO_B', MO_B); stewart = generateCubicConfiguration(stewart, 'Hc', Hc, 'FOc', FOc, 'FHa', 0, 'MHb', 0); stewart = computeJointsPose(stewart); stewart = initializeStrutDynamics(stewart, 'K', ones(6,1)); stewart = computeJacobian(stewart); stewart = initializeCylindricalPlatforms(stewart, 'Fpr', 175e-3, 'Mpr', 150e-3);
Figure 4: Cubic Stewart platform not centered with the cube center - Jacobian estimated at the cube center (png, pdf)
2 | 0 | -1.7e-16 | 0 | 4.9e-17 | 0 |
0 | 2 | 0 | -2.2e-17 | 0 | 2.8e-17 |
-1.7e-16 | 0 | 2 | 1.1e-18 | -1.4e-17 | 1.4e-17 |
0 | -2.2e-17 | 1.1e-18 | 0.015 | 0 | 3.5e-18 |
4.4e-17 | 0 | -1.4e-17 | -5.7e-20 | 0.015 | -8.7e-19 |
6.6e-18 | 2.5e-17 | 0 | 3.5e-18 | -8.7e-19 | 0.06 |
We obtain \(k_x = k_y = k_z\) and \(k_{\theta_x} = k_{\theta_y}\), but the Stiffness matrix is not diagonal.
1.4 Cubic Stewart platform not centered with the cube center - Jacobian estimated at the Stewart platform center
Here, the “center” of the Stewart platform is not at the cube center. The Jacobian is estimated at the center of the Stewart platform.
The center of the cube is at \(z = 110\). The Stewart platform is from \(z = H_0 = 75\) to \(z = H_0 + H_{tot} = 175\). The center height of the Stewart platform is then at \(z = \frac{175-75}{2} = 50\). The center of the cube from the top platform is at \(z = 110 - 175 = -65\).
H = 100e-3; % height of the Stewart platform [m] MO_B = -H/2; % Position {B} with respect to {M} [m] Hc = 1.5*H; % Size of the useful part of the cube [m] FOc = H/2 + 10e-3; % Center of the cube with respect to {F}
stewart = initializeStewartPlatform(); stewart = initializeFramesPositions(stewart, 'H', H, 'MO_B', MO_B); stewart = generateCubicConfiguration(stewart, 'Hc', Hc, 'FOc', FOc, 'FHa', 0, 'MHb', 0); stewart = computeJointsPose(stewart); stewart = initializeStrutDynamics(stewart, 'K', ones(6,1)); stewart = computeJacobian(stewart); stewart = initializeCylindricalPlatforms(stewart, 'Fpr', 215e-3, 'Mpr', 195e-3);
Figure 5: Cubic Stewart platform not centered with the cube center - Jacobian estimated at the Stewart platform center (png, pdf)
2 | 0 | 1.5e-16 | 0 | 0.02 | 0 |
0 | 2 | 0 | -0.02 | 0 | 0 |
1.5e-16 | 0 | 2 | -3e-18 | -2.8e-17 | 0 |
0 | -0.02 | -3e-18 | 0.034 | -8.7e-19 | 5.2e-18 |
0.02 | 0 | -2.2e-17 | -4.4e-19 | 0.034 | 0 |
5.9e-18 | -7.5e-18 | 0 | 3.5e-18 | 0 | 0.14 |
1.5 Conclusion
Here are the conclusion about the Stiffness matrix for the Cubic configuration:
- The cubic configuration permits to have \(k_x = k_y = k_z\) and \(k_{\theta_x} = k_{\theta_y}\)
- The stiffness matrix \(K\) is diagonal for the cubic configuration if the Jacobian is estimated at the cube center.
1.6 Having Cube’s center above the top platform
Let’s say we want to have a diagonal stiffness matrix when \(\{A\}\) and \(\{B\}\) are located above the top platform. Thus, we want the cube’s center to be located above the top center.
Let’s fix the Height of the Stewart platform and the position of frames \(\{A\}\) and \(\{B\}\):
H = 100e-3; % height of the Stewart platform [m] MO_B = 20e-3; % Position {B} with respect to {M} [m]
We find the several Cubic configuration for the Stewart platform where the center of the cube is located at frame \(\{A\}\). The differences between the configuration are the cube’s size:
For each of the configuration, the Stiffness matrix is diagonal with \(k_x = k_y = k_y = 2k\) with \(k\) is the stiffness of each strut. However, the rotational stiffnesses are increasing with the cube’s size but the required size of the platform is also increasing, so there is a trade-off here.
Hc = 0.4*H; % Size of the useful part of the cube [m] FOc = H + MO_B; % Center of the cube with respect to {F}
2 | 0 | -2.8e-16 | 0 | 2.4e-17 | 0 |
0 | 2 | 0 | -2.3e-17 | 0 | 0 |
-2.8e-16 | 0 | 2 | -2.1e-19 | 0 | 0 |
0 | -2.3e-17 | -2.1e-19 | 0.0024 | -5.4e-20 | 6.5e-19 |
2.4e-17 | 0 | 4.9e-19 | -2.3e-20 | 0.0024 | 0 |
-1.2e-18 | 1.1e-18 | 0 | 6.2e-19 | 0 | 0.0096 |
Hc = 1.5*H; % Size of the useful part of the cube [m] FOc = H + MO_B; % Center of the cube with respect to {F}
2 | 0 | -1.9e-16 | 0 | 5.6e-17 | 0 |
0 | 2 | 0 | -7.6e-17 | 0 | 0 |
-1.9e-16 | 0 | 2 | 2.5e-18 | 2.8e-17 | 0 |
0 | -7.6e-17 | 2.5e-18 | 0.034 | 8.7e-19 | 8.7e-18 |
5.7e-17 | 0 | 3.2e-17 | 2.9e-19 | 0.034 | 0 |
-1e-18 | -1.3e-17 | 5.6e-17 | 8.4e-18 | 0 | 0.14 |
Hc = 2.5*H; % Size of the useful part of the cube [m] FOc = H + MO_B; % Center of the cube with respect to {F}
2 | 0 | -3e-16 | 0 | -8.3e-17 | 0 |
0 | 2 | 0 | -2.2e-17 | 0 | 5.6e-17 |
-3e-16 | 0 | 2 | -9.3e-19 | -2.8e-17 | 0 |
0 | -2.2e-17 | -9.3e-19 | 0.094 | 0 | 2.1e-17 |
-8e-17 | 0 | -3e-17 | -6.1e-19 | 0.094 | 0 |
-6.2e-18 | 7.2e-17 | 5.6e-17 | 2.3e-17 | 0 | 0.37 |
2 Functions
2.1 generateCubicConfiguration
: Generate a Cubic Configuration
This Matlab function is accessible here.
Function description
function [stewart] = generateCubicConfiguration(stewart, args) % generateCubicConfiguration - Generate a Cubic Configuration % % Syntax: [stewart] = generateCubicConfiguration(stewart, args) % % Inputs: % - stewart - A structure with the following fields % - geometry.H [1x1] - Total height of the platform [m] % - args - Can have the following fields: % - Hc [1x1] - Height of the "useful" part of the cube [m] % - FOc [1x1] - Height of the center of the cube with respect to {F} [m] % - FHa [1x1] - Height of the plane joining the points ai with respect to the frame {F} [m] % - MHb [1x1] - Height of the plane joining the points bi with respect to the frame {M} [m] % % Outputs: % - stewart - updated Stewart structure with the added fields: % - platform_F.Fa [3x6] - Its i'th column is the position vector of joint ai with respect to {F} % - platform_M.Mb [3x6] - Its i'th column is the position vector of joint bi with respect to {M}
Documentation
Figure 9: Cubic Configuration
Optional Parameters
arguments stewart args.Hc (1,1) double {mustBeNumeric, mustBePositive} = 60e-3 args.FOc (1,1) double {mustBeNumeric} = 50e-3 args.FHa (1,1) double {mustBeNumeric, mustBeNonnegative} = 15e-3 args.MHb (1,1) double {mustBeNumeric, mustBeNonnegative} = 15e-3 end
Check the stewart
structure elements
assert(isfield(stewart.geometry, 'H'), 'stewart.geometry should have attribute H') H = stewart.geometry.H;
Position of the Cube
We define the useful points of the cube with respect to the Cube’s center. \({}^{C}C\) are the 6 vertices of the cubes expressed in a frame {C} which is located at the center of the cube and aligned with {F} and {M}.
sx = [ 2; -1; -1]; sy = [ 0; 1; -1]; sz = [ 1; 1; 1]; R = [sx, sy, sz]./vecnorm([sx, sy, sz]); L = args.Hc*sqrt(3); Cc = R'*[[0;0;L],[L;0;L],[L;0;0],[L;L;0],[0;L;0],[0;L;L]] - [0;0;1.5*args.Hc]; CCf = [Cc(:,1), Cc(:,3), Cc(:,3), Cc(:,5), Cc(:,5), Cc(:,1)]; % CCf(:,i) corresponds to the bottom cube's vertice corresponding to the i'th leg CCm = [Cc(:,2), Cc(:,2), Cc(:,4), Cc(:,4), Cc(:,6), Cc(:,6)]; % CCm(:,i) corresponds to the top cube's vertice corresponding to the i'th leg
Compute the pose
We can compute the vector of each leg \({}^{C}\hat{\bm{s}}_{i}\) (unit vector from \({}^{C}C_{f}\) to \({}^{C}C_{m}\)).
CSi = (CCm - CCf)./vecnorm(CCm - CCf);
We now which to compute the position of the joints \(a_{i}\) and \(b_{i}\).
Fa = CCf + [0; 0; args.FOc] + ((args.FHa-(args.FOc-args.Hc/2))./CSi(3,:)).*CSi; Mb = CCf + [0; 0; args.FOc-H] + ((H-args.MHb-(args.FOc-args.Hc/2))./CSi(3,:)).*CSi;
Populate the stewart
structure
stewart.platform_F.Fa = Fa; stewart.platform_M.Mb = Mb;
Bibliography
- [geng94_six_degree_of_freed_activ] Geng & Haynes, Six Degree-Of-Freedom Active Vibration Control Using the Stewart Platforms, IEEE Transactions on Control Systems Technology, 2(1), 45-53 (1994). link. doi.
- [preumont07_six_axis_singl_stage_activ] Preumont, Horodinca, Romanescu, de, Marneffe, Avraam, Deraemaeker, Bossens, & Abu Hanieh, A Six-Axis Single-Stage Active Vibration Isolator Based on Stewart Platform, Journal of Sound and Vibration, 300(3-5), 644-661 (2007). link. doi.
- [jafari03_orthog_gough_stewar_platf_microm] Jafari & McInroy, Orthogonal Gough-Stewart Platforms for Micromanipulation, IEEE Transactions on Robotics and Automation, 19(4), 595-603 (2003). link. doi.