HAMAJIMA Toyokazu, NISHIMURA Kazuhiko, TERUMICHI Yoshiaki
Proceedings of International Symposium on Seed-up and Service Technology for Railway and Maglev Systems : STECH, 2015 "1D23-1"-"1D23-12", Nov 9, 2015
Behavior analysis of a coupled train under crash condition has several difficulties, because a coupled train has structural, mechanical and kinetic aspects. Many kinds of behavior can be observed when longitudinal heavy force is applied to a train set. Such as; vertical train buckling, car body deformation, coupler collapse and overriding. The objective of this study is to clarify the processes and the mechanisms of a train set behavior under these conditions, including impact force. In this study, in order to analyze the train set motion, we developed a numerical simulation model which can simulate dynamic behaviors including structural deformation, mechanical behavior and kinetic motion on a straight track. The numerical simulation model consists of both the structural models which are formulated by FEM (finite element method) and the kinematic models which are based on the MBD (multi body dynamics) theory. In this model, the FEM model was validated by comparison with the results of the collision test using the full scale test car. Simulations with large kinetic displacement and structural deformation under two types of load conditions were conducted by means of this model. One being a low speed heavy load condition, such as a relief operation, and the other a high speed light load condition, such as a collision with a relatively light weight foreign obstacle at very high speed. Large deformation processes and mechanisms data of a train set under wide load conditions ranging from low speed against a heavy obstacle to high speed against a light obstacle obtained from the simulations and experiment are comprehensively clarified.