ANNEX IIU.K.CONDITIONS RELATING TO EQUIVALENCE BETWEEN CERTAIN NON-AIR SUSPENSION SYSTEMS AND AIR SUSPENSION FOR VEHICLE DRIVING AXLE(S)

1.DEFINITION OF AIR SUSPENSIONU.K.

A suspension system is considered to be air suspended if at least 75 % of the spring effect is caused by the air spring.

2.EQUIVALENCE TO AIR SUSPENSIONU.K.

A suspension recognized as being equivalent to air suspension must conform to the following:

2.1.during free transient low frequency vertical oscillation of the sprung mass above a driving axle or bogie, the measured frequency and damping with the suspension carrying its maximum load must fall within the limits defined in points 2.2 to 2.5;U.K.

2.2.each axle must be fitted with hydraulic dampers. On tandem axle bogies, the dampers must be positioned to minimize the oscillation of the bogies;U.K.

2.3.the mean damping ratio D must be more than 20 % of critical damping for the suspension in its normal conditions with hydraulic dampers in place and operating;U.K.

2.4.the damping ratio D of the suspension with all hydraulic dampers removed or incapacitated must be not more than 50 % of D;U.K.

2.5.the frequency of the sprung mass above the driving axle or bogie in a free transient vertical oscillation must not be higher than 2,0 Hz;U.K.

2.6.the frequency and damping of the suspension are given in paragraph 3. The test procedures for measuring the frequency and damping are laid down in paragraph 4.U.K.

3.DEFINITION OF FREQUENCY AND DAMPINGU.K.

In this definition a sprung mass M (kg) above a driving axle or bogie is considered. The axle or bogie has a total vertical stiffness between the road surface and the sprung mass of K Newtons/metre (N/m) and a total damping coefficient of C Newtons per metre per second (N.s/m). The vertical displacement of the sprung mass is Z. The equation of motion for free oscillation of the sprung mass is:

The frequency of oscillation of the sprung mass F (rad/sec) is:

The damping is critical when C = Co,

where

The damping ratio as a fraction of critical damping is .

During free transient oscillation of the sprung mass the vertical motion of the mass will follow a damped sinusoidal path (Figure 2). The frequency can be estimated by measuring the time for as many cycles of oscillation as can be observed. The damping can be estimated by measuring theheights of successive peaks of the oscillation in the same direction. If the peak amplitudes of the first and second cycles of the oscillation are A1 and A2, then the damping ratio D is;

‘ln’ being the natural logarithm of the amplitude ratio.