2016
DOI: 10.1007/s12206-015-1207-6
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Flexible vibration analysis for car body of high-speed EMU

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Cited by 55 publications
(29 citation statements)
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“…Self-exited vibrations can be the result of the wheelset and bogie hunting motion due to the wheel-rail interaction forces. Based on the experimental results reported in the literature, 32 the forced vibrations are of higher frequency and are not related to the resonance of the car body. Track excitation, which is of the stochastic nature, does not have a constant frequency and produces the same effect on different trains.…”
Section: External Excitationmentioning
confidence: 97%
“…Self-exited vibrations can be the result of the wheelset and bogie hunting motion due to the wheel-rail interaction forces. Based on the experimental results reported in the literature, 32 the forced vibrations are of higher frequency and are not related to the resonance of the car body. Track excitation, which is of the stochastic nature, does not have a constant frequency and produces the same effect on different trains.…”
Section: External Excitationmentioning
confidence: 97%
“…Hence, free–free modes of the homogeneous Euler beam are acceptable. According to the elastic vibration theory, the partial differential equation of carbody vibration can be expressed as 1618 where Z(x,t) is the vertical vibration displacement, which is the superposition of the rigid vibration and the elastic vibration of the carbody; x is the distance from the far-left position on the carbody; t is a time variable; E is the elastic modulus of the carbody; A is the sectional area of the carbody; μ is the internal damping coefficient; I is the inertial moments; ρ is the carbody density; Fs1 and Fs2 are the forces that are exerted on the flexible carbody by the secondary suspension of the first and second bogies, respectively; F d is the force that acts on the flexible carbody at the suspension point of the absorber; x i is the i th position of the secondary suspension; x 3 is the position of MREDVA; and δ(x-xi) and δ(x-x3) are Dirac functions …”
Section: Solution Of the Modelmentioning
confidence: 99%
“…611 The application of DVA theory has already been proved to be a reliable and effective way to reduce the structural vibration at certain frequencies. 1217 In this paper, the theory of DVA is applied to reduce the carbody abnormal pitching motion of low-floor railway train around 8 Hz. The basic principle of the DVA is to attach a substructure to the low-floor railway train in order to suppress the vibrations in the expected frequency field by changing the parameters or the relationship of the two vibration systems.…”
Section: Research Backgroundmentioning
confidence: 99%