Abstract

The influence of elastic wave propagation along the carriage in high-speed trains on the coordination of energy absorber components is analyzed in this paper. A simplified model is developed to simulate a “like to like” impact scenario of trains with distributed energy absorbing system. A rod made of elastic material is used to simulate a carriage, while the rigid-perfectly plastic-locking (R-PP-L) model is employed to describe the material of the energy absorber. The problem is simplified to a one-dimensional case. The response of absorption components during collision is divided into several stages and the corresponding governing equations of the impact response are obtained and numerically solved. A typical platform phenomenon of response in all stages is observed. The results of theoretical analysis are compared with those of finite element simulation and good agreement is achieved.

Highlights

  • The active and passive safety technology has received much attention with the development of high-speed trains

  • For the definition of stage employed in this paper, interfacial velocities change once every two stages, which is equal to a time length of an elastic wave traveling back and forth between the two interfaces

  • 5 Typical velocity-time history (a) and stress-time history (b) of interfaces A1, A2 and A3. 4.2 Comparison with finite element results Finite element method with ABAQUS/Explicit code is employed to verify the correctness of the theoretical analysis

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Summary

Introduction

The active and passive safety technology has received much attention with the development of high-speed trains. Numerical simulation combined with theoretical analysis becomes the most commonly used and economical measure. A train is a so long structure system that the length involved in the event increases with the passage of time and the impact load propagates from the front to the rear of a carriage in the form of elastic wave. In order to develop the energy absorbing system, the effect of stress wave propagation along the train should be considered. A simplified one-dimensional model, which takes the distribution of energy absorbing devices and the elasticity of the train carriages into consideration, is developed for a “like to like” impact scenario of trains. The results are compared with those of finite element (FE) simulation

A simplified model
Theoretical derivation
Numerical solution of the theoretical model
Conclusions

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