Kinematic and Dynamic Analysis of Spatial Six Degree of Freedom ...
Kinematic and Dynamic Analysis of Spatial Six Degree of Freedom ...
Kinematic and Dynamic Analysis of Spatial Six Degree of Freedom ...
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where<br />
Ii : moments <strong>of</strong> inertia for input links relative to axis <strong>of</strong> rotation <strong>of</strong> revolute joints<br />
wi : angular velocity <strong>of</strong> input links; m is the mass <strong>of</strong> moving platform<br />
.<br />
.<br />
.<br />
x , y,<br />
z : projections <strong>of</strong> the velocity, <strong>of</strong> the acting point <strong>of</strong> the external force<br />
Ix, Iy, Iz : moments <strong>of</strong> inertia relative to main reference axes <strong>of</strong> inertia<br />
wx, wy, wz : projections <strong>of</strong> angular velocity onto the reference axes<br />
mi : masses <strong>of</strong> translational input links<br />
Vi : linear velocity <strong>of</strong> translational input links.<br />
The position <strong>of</strong> the acting point <strong>of</strong> the external force <strong>and</strong> angular orientation <strong>of</strong> the<br />
moving platform are functions <strong>of</strong> three angular <strong>and</strong> three linear displacements <strong>of</strong> input links<br />
as:<br />
x x ϕ , ) y y ϕ , ) z z ϕ , )<br />
= ( i si+<br />
3<br />
= ( i si+<br />
3<br />
= ( i si+<br />
3<br />
α α ϕ , ) β β ϕ , ) γ γ ϕ , )<br />
(5.6)<br />
= ( i si+<br />
3<br />
= ( i si+<br />
3<br />
= ( i si+<br />
3<br />
Differentiation <strong>of</strong> equation (5.6) wrt. time yields the projections <strong>of</strong> the velocity for the<br />
acting point <strong>of</strong> external force <strong>and</strong> projections <strong>of</strong> instantaneous angular velocity onto main<br />
reference axes:<br />
where<br />
. ⎡V<br />
⎤ ⎡<br />
⎢ ⎥<br />
=<br />
⎣ ⎦<br />
⎢<br />
x<br />
w ⎣<br />
.<br />
y<br />
.<br />
z<br />
w<br />
x<br />
w<br />
y<br />
⎡ ⎤<br />
⎢ ⎥<br />
=<br />
⎣ ⎦<br />
J<br />
V<br />
w<br />
T<br />
⎤<br />
wz<br />
⎥<br />
⎦<br />
[ ] T<br />
V w<br />
[ ] [ ] T<br />
T<br />
w V = w w w V V V<br />
i<br />
⎡∂p<br />
J = ⎢<br />
⎣∂q<br />
i+<br />
3<br />
∂φ⎤<br />
∂q<br />
⎥<br />
⎦<br />
T<br />
1<br />
2<br />
p ( x,<br />
y,<br />
z)<br />
, φ ( α,<br />
β,<br />
γ ) , q<br />
ϕ , ϕ , ϕ , s , s , s )<br />
3<br />
4<br />
( 1 2 3 4 5 6<br />
5<br />
i<br />
6<br />
i+<br />
3<br />
(5.7)<br />
58