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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

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