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Derailment risk and dynamics of railway vehicles in curved tracks: Analysis of the effect of failed fasteners 被引量:4
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作者 Silvia Morales-Ivorra Julia Irene Real +1 位作者 Cesar Hernandez Laura Montalbain 《Journal of Modern Transportation》 2016年第1期38-47,共10页
The effect of the fastener's failure in a railway track on the dynamic forces produced in the wheel-rail contact is studied using the simulation software VAMPIRE to assess the derailment risk of two different vehicle... The effect of the fastener's failure in a railway track on the dynamic forces produced in the wheel-rail contact is studied using the simulation software VAMPIRE to assess the derailment risk of two different vehicles in two curves with distinct characteristics. First, a 3D-FEM model of a real track is constructed, paying special attention to fasteners, and calibrated with displacement data obtained experimentally during a train passage. This numerical model is subsequently used to determine the track vertical and lateral stiffness. This study evidences that although the track can practically lose its lateral stiffness as a consequence of the failure of 7 consecutive fasteners, the vehicle stability would not be necessarily compromised in the flawed zone. Moreover, the results reveal that the uncompensated acceleration and the distance along which the fasteners are failed play an important role in the dynamic behavior of the vehicle-track system, influencing strongly the risk of derailment. 展开更多
关键词 railway dynamics Fasteners Derailment curved track
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