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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

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