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Kinematic and Dynamic Analysis of Spatial Six Degree of Freedom ...

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Thus, according to Lagrange, the reduced moments <strong>and</strong> forces equals to the sum <strong>of</strong><br />

possible work done by external forces <strong>and</strong> moments, applied to the moving platform when<br />

varying just one input parameter.<br />

5.2 Equation <strong>of</strong> Motion <strong>of</strong> the Manipulator<br />

Let’s consider the equation <strong>of</strong> motion for the manipulator in figure 4.1. The Lagrange-<br />

Euler’s equation <strong>of</strong> motion <strong>of</strong> second order will be setup in the following form:<br />

where<br />

d<br />

dt<br />

d<br />

dt<br />

⎛ ∂T<br />

⎞ ∂T<br />

⎜ − = M<br />

w ⎟<br />

⎝ ∂ i ⎠ ∂ϕi<br />

o ⎛<br />

⎜ ∂T<br />

⎜ ∂V<br />

⎝<br />

i+<br />

3<br />

o ⎞<br />

⎟ ∂T<br />

⎟<br />

−<br />

∂s<br />

⎠<br />

i+<br />

3<br />

r,<br />

i<br />

= F<br />

r,<br />

i+<br />

3<br />

T is the sum <strong>of</strong> kinetic energy <strong>of</strong> the platform <strong>and</strong> rotating input links;<br />

o<br />

T is the sum <strong>of</strong> kinetic energy <strong>of</strong> the platform <strong>and</strong> the translating input links.<br />

(5.4)<br />

The kinetic energy <strong>of</strong> the system will be determined on the assumption that all links<br />

are counterbalanced <strong>and</strong> inertia masses <strong>and</strong> moments <strong>of</strong> each branch can be neglected since<br />

they are located symmetrically relative to the moving platform. The reference axes are chosen<br />

so that all mass moments <strong>of</strong> inertia are equal to zero.<br />

The equation <strong>of</strong> kinetic energy for the moving platform <strong>and</strong> for input links with linear<br />

<strong>and</strong> angular parameters <strong>of</strong> manipulator is formed as:<br />

2T<br />

o<br />

=<br />

2T<br />

=<br />

3<br />

∑<br />

i=<br />

1<br />

3<br />

∑<br />

i=<br />

1<br />

I<br />

m<br />

i<br />

w<br />

2<br />

i<br />

2<br />

i+<br />

3 Vi+<br />

3<br />

+ m(<br />

x<br />

.<br />

2<br />

+ m(<br />

x<br />

+ y<br />

.<br />

2<br />

.<br />

2<br />

+ y<br />

+ z<br />

.<br />

2<br />

.<br />

2<br />

+ z<br />

) + I<br />

.<br />

2<br />

x<br />

) + I<br />

w<br />

x<br />

2<br />

x<br />

w<br />

+ I<br />

2<br />

x<br />

y<br />

+ I<br />

w<br />

y<br />

2<br />

y<br />

w<br />

+ I<br />

2<br />

y<br />

z<br />

w<br />

z<br />

2<br />

z<br />

+ I w<br />

2<br />

z<br />

(5.5)<br />

57

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