Abstract (ukr):
Проведен приближенный анализ амплитуд автоколебаний модели «одноколесного»
транспортного средства при движении по прямолинейному участку путепровода. Получена
диаграмма амплитуд автоколебаний системы при изменении параметра продольной скорости
движения экипажа, позволяющая оценить влияние конструктивных параметров системы на
границе колебательной неустойчивости и величину амплитуд возникающих автоколебаний.
Предложенный выбор параметров поперечной жесткости направляющего колесного модуля по
этой методике согласуется с ранее полученными результатами исследований.
Abstract (eng):
There is the problem of traffic congestion of large cities of Ukraine. The introduction of the monorail will solve this problem. To ensure the comfort and safety of the transport of passengers it is proposed to investigate the lateral stability of this type of transportation, namely, to consider the question of self-oscillations. An approximate analysis of the amplitudes of oscillation of the model "one-wheeled" vehicle when driving on a straight-line segment of the overpass was performed. The diagram of the amplitudes of the oscillation system, which is received when changing the longitudinal speed of the crew allows us to estimate the influence of structural parameters of the system on the boundary of oscillatory instability and the amplitude of oscillation occurring. Rational selection of parameters of the transverse stiffness of the guide wheel module according to this method is consistent with the previously obtained research results.
On the basis of the offered analytically-numerical method it is proved that rational choice of design parameters of systems that enable sustainable movement in the range operating speed (the maximum constructional speed of V = 140 km/h), moreover, security buckling when exceeding this speed. The amplitude of oscillation in excess of a critical value of the velocity parameter increases monotonically and does not exceed 3°, with V = 280 km/h.
