This paper describes the bond graph modelling technique for vehicle-br
idge coupling system. The vehicle system is considered as a multiple r
igid-body model and the bridge with single-span is considered as a sim
ply supported Bernoulli-Euler beam. The track is simplified as a lumpe
d parameter system and the effective rail and sleeper masses are inclu
ded in the vehicle-bridge coupling model. Finally, the dynamic respons
es of a freight vehicle-bridge system and wheel/rail impact forces hav
e been investigated.