Citation

Xue X, Schmid F, Smith RA. Int. J. Crashworthiness 2004; 9(5): 515-525.

Affiliation

Department of Mechanical Engineering, University of Sheffield; Department of Mechanical Engineering, Imperial College of Science, Technology and Medicine

Copyright

(Copyright © 2004, Informa - Taylor and Francis Group)

DOI

10.1533/ijcr.2004.0307

PMID

unavailable

Abstract

A rigid wall model has been used widely in the numerical simulation of rail vehicle impacts. Finite element impact modelling of rail vehicles is generally based on a half-width and full-length or half-length structure, depending on the symmetry. The structure and components of rail vehicles are normally designed to cope with proof loading to ensure adequate ride performance. In this paper, the authors present a study of a rail vehicle with driving cab focused on improving the modelling approach and exploring the intrinsic structural weaknesses to enhance its crashworthiness. The underpinning research used finite element analysis and compared the behaviour of the rail vehicle in different impact scenarios. It was found that the simulation of a rigid wall impact can mask structural weaknesses; that even a completely symmetrical impact may lead to an asymmetrical result; that downward bending is an intrinsic weakness of conventional rail vehicles and that a rigid part of the vehicle structure, such as the body bolster, may cause uncoordinated deformation and shear fracture between the vehicle sections. These findings have significance for impact simulation, the full-scale testing of rail vehicles and rail vehicle design in general.