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Kinematics and dynamics of rigid bodies 39<br />

Multiplying out these three equations leads to:<br />

2<br />

2 2<br />

2 2 2 2<br />

| RDA | ( Dx 2 DxAx Ax ) ( Dy 2 DyAy Ay<br />

)<br />

2 2<br />

( Dz 2 DzAz Az<br />

)<br />

2 2 2<br />

| RDB | ( Dx 2 DxBx Bx ) ( Dy 2 DyBy By<br />

)<br />

2 2<br />

( Dz 2 DzBz Bz<br />

)<br />

(2.76)<br />

(2.77)<br />

2 2<br />

| RDC | ( Dx 2 DxCx Cx ) ( Dy 2 DyCy Cy<br />

)<br />

2 2<br />

( Dz 2 DzCz Cz<br />

)<br />

(2.78)<br />

At this stage we need to introduce some numerical data to demonstrate how<br />

a solution can be obtained. This will also demonstrate how cumbersome<br />

the algebra will become and the need to utilize computer software to solve<br />

these problems. As an example we can take the following co-ordinates for<br />

points A, B and C:<br />

{R A } 1 [103 350 142] mm<br />

{R B } 1 [127 350 128] mm<br />

{R C } 1 [15 500 540] mm<br />

The lengths of the three rigid links can be taken as:<br />

|R DA | 172.064 mm<br />

|R DB | 183.527 mm<br />

|R DC | 401.103 mm<br />

Substituting these numerical values into the equations above we get<br />

172.064 2 (Dx 103) 2 (Dy 350) 2 (Dz 142) 2<br />

183.527 2 (Dx 127) 2 (Dy 350) 2 (Dz 128) 2<br />

401.103 2 (Dx 15) 2 (Dy 500) 2 (Dz 540) 2<br />

Multiplying out gives<br />

2 2<br />

29 606.02 ( Dx 206 Dx 10 609) ( Dy 700 Dy 122 500)<br />

2<br />

( Dz 284 Dz 20 164)<br />

2 2<br />

33 682.16 ( Dx 254 Dx 16 129) ( Dy 700 Dy 122 500)<br />

2<br />

( Dz 256 Dz 16 384)<br />

2 2<br />

160 883.617 ( Dx 30 Dx 225) ( Dy 1000 Dy 250 000)<br />

2<br />

( Dz 1080 Dz 291600)<br />

Combining the terms in these three equations leads to<br />

2 2<br />

2 2 2<br />

123 667 ( Dx 206 Dx) ( Dy 700 Dy)<br />

2<br />

( Dz 284 Dz)<br />

(2.79)

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