Though numerical models based on multi-body dynamics (MBD) are often used to simulate the vehicle-track interaction at crossing impact, their relative capabilities and accuracy were not discussed. This paper aims to investigate the influence of wheelset flexibility on the result of crossing impact simulation in the frequency range 0-500 Hz. Two models are used: a MBD model with rigid wheelset and a reference finite element model that could fully account for the structural flexibility. Results of the two models as well as in-situ measurement show three characteristic frequencies of the vehicle-track interaction system induced by crossing impact. Based on the characteristic frequencies, the MBD model is tuned to resemble the reference FE model in terms of track and contact representation through a parametric analysis so that the influence of these differences can be isolated. It is found that the major influence of the wheelset flexibility is on the second characteristic frequency of the system, reflecting the second order bending of the wheelset.
机构:
Royal Inst Technol, Dept Aeronaut & Vehicle Engn, Div Railway Technol, SE-10044 Stockholm, SwedenRoyal Inst Technol, Dept Aeronaut & Vehicle Engn, Div Railway Technol, SE-10044 Stockholm, Sweden
Chaar, N
Berg, M
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Royal Inst Technol, Dept Aeronaut & Vehicle Engn, Div Railway Technol, SE-10044 Stockholm, SwedenRoyal Inst Technol, Dept Aeronaut & Vehicle Engn, Div Railway Technol, SE-10044 Stockholm, Sweden
机构:
Transportat Technol Ctr Inc, 55500 DOT Rd, Pueblo, CO 81001 USATransportat Technol Ctr Inc, 55500 DOT Rd, Pueblo, CO 81001 USA
McHenry, Mike
Klopp, Adam
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Transportat Technol Ctr Inc, 55500 DOT Rd, Pueblo, CO 81001 USATransportat Technol Ctr Inc, 55500 DOT Rd, Pueblo, CO 81001 USA
Klopp, Adam
Thompson, Hugh B., II
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Fed Railrd Adm, Off Res Dev & Technol, 1200 New Jersey Ave SE, Washington, DC 20590 USATransportat Technol Ctr Inc, 55500 DOT Rd, Pueblo, CO 81001 USA