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260<br />
Coupler Force, kN<br />
Coupler Force, kN<br />
400<br />
0<br />
- 400<br />
- 800<br />
- 1200<br />
- 1600<br />
- 2000<br />
400<br />
0<br />
- 400<br />
- 800<br />
- 1200<br />
40 60 80 100<br />
Time,s<br />
- 2400<br />
40 60 80 100<br />
Time,s<br />
due to the brake pipe exhausting from both ends. The slower responses at positions 77 and 105 are<br />
typical of ahead end train with only one pipe exhaust point. Coupler forces and associated wagon<br />
accelerations for first and last wagon connections and at vehicles atintervals of 10% of train<br />
length are shown inFigure 9.33. The same simulation is repeated toobtain the coupler forces in<br />
Figure 9.34 with the coupling slack increased from 25 to 75 mm, illustrative of the significance of<br />
slack action in brake applications.<br />
E . G RAVITATIONAL C OMPONENTS<br />
20<br />
16<br />
12<br />
8<br />
4<br />
0<br />
- 4<br />
- 8<br />
- 12<br />
- 16<br />
- 20<br />
40 60 80 100<br />
Time,s<br />
FIGURE 9.34 Coupler forces and wagon accelerations —emergency application —increased slack to<br />
75 mm.<br />
Gravitational components, F g ,are added to longitudinal train models by simply resolving the<br />
weight vector into components parallel and at right angles to the wagon body chassis. The parallel<br />
component of the vehicle weight becomes F g .Onagrade, aforce will either be added to or<br />
subtracted from the longitudinal forces on the wagon, Figure 9.1 and Figure 9.35.<br />
Wagon Accelerations, m/s/s<br />
Wagon Accelerations, m/s/s<br />
8<br />
4<br />
0<br />
- 4<br />
- 8<br />
- 12<br />
40 60 80 100<br />
Time,s<br />
FIGURE 9.33 Coupler forces and wagon accelerations —emergency application.<br />
mg sin q<br />
q<br />
mg<br />
mg cos q<br />
FIGURE 9.35 Modelling gravitational components.<br />
© 2006 by Taylor & Francis Group, LLC<br />
Handbook of Railway Vehicle Dynamics<br />
m<br />
F g=mgsin q