Page 18 - 360.revista de Alta Velocidad - Nº 5
P. 18

De la Guerra, Eduardo




                 Anderson et. al (2005, 2007) suggested values with some typical carbody Eigen frequencies
                 fora high speed train, Table 2, and as can be seen are very closed to the maximum excitation
                 produced by the track.


                                              Table 2. Typical Eigen frequencies

                                 Mode direction                            Frequency (first mode)

                                    Vertical                                       9-10 Hz
                                    Lateral                                       10-11 Hz

                                    Torsional                                     11-12 Hz

                 In term of strength, rail vehicle design criteria in Europe are based mainly in EN 12663-1 if
                 no other specific reference is given, usually applied category P-II for High-Speed passenger
                 vehicles, Wennberg (2010).
                 The stresses to which carbodies are subjected are of various types and defined in EN 12663-1:
                 •  The stresses due to longitudinal, vertical and extraordinary forces caused by the normal
                    movement of trains.
                 •  Also, there are the stresses of vibration of the carbody itself, which occur by the effect of
                    its mass and dynamic loads from the track and its effect on fatigue.
                 •  Finally, stresses due to accidental collisions related with passive safety.



                 Furthermore, for high speed trains, it is also necessary to consider overpressure/underpressure
                 load cases due to the crossings with other trains particularly in tunnels, and stresses caused by
                 lateral winds.

                 Regarding carbody vibration behaviour, in the standard EN 12663-1 is only stated that the natural
                 modes of vibration of the carbody should be separated sufficiently, or otherwise decoupled, from
                 the bogie suspension frequencies, so as to avoid the occurrence of undesirable responses and
                 to achieve an acceptable ride quality according EN 12299. The fundamental Eigen frequencies
                 of the carbody in lateral and vertical directions should be above NHz. Commonly the value of
                 N is given by the fundamental resonance frequencies of the bogie frame and other influencing
                 factors like the track or the passenger load.

                 As a general rule, the natural frequencies of the vertical mode for a typical bogie with the
                 carbody installed are in the range f0,bf=6-8Hz. Therefore, the frequency separation requires
                 that the fundamental carbody Eigen frequency complies f0,cb>√2·f0,bfHz. With this values,
                 it is important to note that in some cases the ride quality according to EN 12299 could not be
                 achieved, due to possible peaks of frequencies that could appear on the track in the range of
                 10-15Hz (depending on the track default, as can be seen in Figure 7). Then, the stiffness of the
                 carbody must be optimised to increase as possible the corresponding carbody Eigen frequencies
                 o achieve the comfort requirements, i.e. as higher as possible, de la Guerra (2016).
                 Regarding the interface between bogie and carbody, as rule of thumb the input mobility of
                 mounting points for bogie elements (dampers, rods) shall be below -80dB re 1m/Ns. Alternatively,
                 the input impedance of mounting points for bogie elements (dampers, rods) shall be above:
                 80dB re 1Ns/m, Shabalin (2013).

                 4.    Numerical and Experimental Analysis for design




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