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Modelling and analysis of suspension systems 209<br />

{ 5 } 1<br />

J<br />

J Body 5<br />

UNIVERSAL<br />

H<br />

Vector approach<br />

H<br />

MBS approach<br />

SPHERICAL<br />

Fig. 4.70<br />

Constraining the spin degree of freedom of the tie rod<br />

about its own axis. This degree of freedom has no bearing on the overall<br />

kinematics of the suspension linkage. If there is to be no spin component of<br />

angular velocity parallel to the axis of the tie rod, spin, then the angular velocity<br />

vector { 5 } 1 must be perpendicular to the line H–J as shown in Figure<br />

4.70. Note that this is equivalent to a common practice in MBS modelling<br />

where a universal or Hookes joint is used at one end of the link with a spherical<br />

joint at the other end. The universal joint allows the tie rod to articulate<br />

in a way that does not constrain overall suspension movement but constrains<br />

the spin freedom that would exist if a spherical joint were used at each end.<br />

Using the vector dot product to enforce perpendicularity, as described in<br />

Chapter 2, yields the tenth and final equation required to solve this part of<br />

the problem:<br />

{ 5 } 1 • {R HJ } 1 0 (4.137)<br />

0<br />

[ 5x5y5<br />

z] ⎡ ⎤<br />

⎢<br />

228<br />

⎥<br />

0 mm/s<br />

⎢ ⎥<br />

⎣⎢<br />

8<br />

⎦⎥<br />

(4.138)<br />

Equation 10 228 5y 8 5z 0 (4.139)<br />

The 10 equations can now be set up in matrix form ready for solution. The<br />

solution of a 10 by 10 matrix will require access to a mathematical or<br />

spreadsheet program that offers the capability to invert the matrix.<br />

⎡ 0 3346 0 216 31 0 0 0 0 0⎤<br />

⎡ f<br />

⎢<br />

2070 1840 216 0 19 0 0 0 0 0<br />

⎥ ⎢ f<br />

⎢<br />

⎥ ⎢<br />

⎢ 63 250 54 970 31 19 0 0 0 0 0 0⎥<br />

⎢<br />

⎢<br />

⎥ ⎢<br />

0 3346 0 51<br />

44 0 8 228 0 0 <br />

⎢<br />

⎥ ⎢<br />

⎢ 0 1840 51 0 144 8 0 0 0 0⎥<br />

⎢<br />

⎢<br />

⎥ ⎢<br />

⎢ 0 54 970 44 144 0 228 0 0 0 0⎥<br />

⎢<br />

⎢ 0 0 0 176 58 0 0 0 1 0⎥<br />

⎢<br />

⎢<br />

⎥ ⎢<br />

⎢ 2070 0 176 0 7 0 0 0 0 1⎥<br />

⎢<br />

⎢<br />

63 250 0 58 7 0 0 0 0 0 0<br />

⎥ ⎢<br />

V<br />

⎢<br />

⎥ ⎢<br />

⎣⎢<br />

0 0 0 0 0 0 228 8 0 0⎦⎥<br />

⎣<br />

⎢V<br />

2<br />

3<br />

4x<br />

4y<br />

4z<br />

5x<br />

5y<br />

5z<br />

Px<br />

Py<br />

⎤ ⎡ 0 ⎤<br />

⎥ ⎢<br />

0<br />

⎥<br />

⎥ ⎢ ⎥<br />

⎥ ⎢ 0 ⎥<br />

⎥ ⎢ ⎥<br />

⎥ ⎢<br />

0<br />

⎥<br />

⎥ ⎢ 0 ⎥<br />

⎥ ⎢ ⎥<br />

⎥ ⎢ 0 ⎥<br />

⎥ ⎢ 0 ⎥<br />

⎥ ⎢ ⎥<br />

⎥ ⎢ 0 ⎥<br />

⎥ ⎢<br />

⎥<br />

3366<br />

⎥<br />

⎢ ⎥<br />

⎦<br />

⎥ ⎣⎢<br />

0 ⎦⎥<br />

(4.140)

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