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112 Mutibody Systems Approach to Vehicle Dynamics<br />

Bush without voids<br />

X<br />

XP<br />

Bush with voids<br />

Y<br />

ZP<br />

Y<br />

ZP<br />

Fig. 3.34<br />

Orientation of bush axis system<br />

the axis of the bush. For the bush with voids the radial stiffness will require<br />

definition in both the x and y directions as shown.<br />

An example of the command used to define a massless bush with linear<br />

stiffness and damping properties is:<br />

BUSH/03,I0203,J0503,<br />

,K7825,7825,944,KT2.5E6,2.5E6,944<br />

,C35,35,480,CT61E3,61E3,40<br />

It is also possible to extend the definition of bushes from linear to non-linear.<br />

Examples of this will be given in the next chapter. The most advanced<br />

examples of the modelling of force elements extend to the incorporation of<br />

finite element type representations of beams and flexible bodies into the<br />

multibody systems model. In modelling a vehicle the most likely use of a<br />

beam type element is going to be in modelling the roll bars or possibly if considered<br />

relevant an appropriate suspension member such as a tie rod.<br />

The beam element in MSC.ADAMS requires the definition of an I marker<br />

on one body and a J marker on another body to represent the ends of the<br />

beam with length L as shown in Figure 3.35. The beam element transmits<br />

forces and moments between the two markers, has a constant cross-section<br />

and obeys Timoshenko beam theory.<br />

The beam centroidal axis is defined by the x-axis of the J marker and when<br />

the beam is in an undeflected state, the I marker lies on the x-axis of the J<br />

marker and has the same orientation. The forces and moments shown in<br />

Figure 3.35 are:<br />

Axial forces F Ix and F Jx<br />

Shear forces F Iy , F Iz , F Jy and F Jz<br />

Twisting moments M Ix and M Jx<br />

Bending moments M Iy , M Iz , M Iy and M Jz

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