Wheel-rail impact at an insulated rail joint in an embedded rail system
نویسندگان
چکیده
With dynamic behaviour different from that of traditional discretely supported tracks, continuously embedded rail systems (ERSs) have been increasingly used in railway bridges, level crossings, trams, and high-speed lines. However, studies on ERSs limited, none them addressed the wheel-rail impact-induced response, although impact is a main cause ERS degradation. This paper studies, numerically experimentally, at an insulated joint (IRJ) ERS. As weak spot track, IRJ results discontinuities track support stiffness contact geometry. study first develops explicit finite element model to simulate vibration responses when excited by hammer passing wheel loads. The simulated behaviours (represented hammer-excitation frequency response function) up 5 kHz 10 are then validated with field test train pass-by measurement, respectively. Both experimental numerical modelling reveals major frequencies depend mainly geometric irregularities region speed, rather than resonances structure, as case IRJ. finding meaningful engineering practice because it indicates more resistant, especially geometry adequately maintained, e.g. timely grinding.
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ژورنال
عنوان ژورنال: Engineering Structures
سال: 2021
ISSN: ['0141-0296', '1873-7323']
DOI: https://doi.org/10.1016/j.engstruct.2021.113026