2011
DOI: 10.1080/00423110903259527
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Multibody dynamics modelling of the freight train bogie system

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Cited by 15 publications
(9 citation statements)
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“…Harder 22 developed a specific element in the ADAMS platform for simulation of a specific type of wedge design, which provided a constant friction damping regardless of loading. Ballew 23 studied the effects of geometry and inertial properties of friction wedges on dynamic responses of a four-degreesof-freedom (DoF) half-truck model considering motions in the vertical, lateral, pitch, and yaw directions. The study showed that magnitudes of friction forces obtained from the model were considerably lower than those from the NUCARS simulations.…”
Section: Introductionmentioning
confidence: 99%
“…Harder 22 developed a specific element in the ADAMS platform for simulation of a specific type of wedge design, which provided a constant friction damping regardless of loading. Ballew 23 studied the effects of geometry and inertial properties of friction wedges on dynamic responses of a four-degreesof-freedom (DoF) half-truck model considering motions in the vertical, lateral, pitch, and yaw directions. The study showed that magnitudes of friction forces obtained from the model were considerably lower than those from the NUCARS simulations.…”
Section: Introductionmentioning
confidence: 99%
“…The friction surfaces between a side frame and a wedge can be perpendicular to the track or have a small angle of inclination (no bigger than 3 degrees or 0.052 radians). According to the situations of the toe angle, a wedge suspension can be toe-out (Figure 3(a)), no-toe (Figure 3(b)) or toe-in (Figure 3(c)) (Steets et al., 2010a; Steets et al., 2010b; Ballew et al., 2011).
Figure 3.Toe angles: (a) toe-out, (b) no-toe and (c) toe-in.
…”
Section: Modeling Of Wedge Suspensionsmentioning
confidence: 99%
“…Galinė skersinė sija Priekinė skersinė sija modeliuojamų parametrų parinkimas Prekinių vagonų pakabose naudojami įvairūs tamprieji elementai. Nagrinėjant vertikaliąją dinamiką orientuojamasi ne į konkrečius tampriuosius elementus, nors tai yra svarbu, bet į vertikaliąją dinamiką veikiančias jėgų charakteristikas, t. y. į elemento vertikalios jėgos P priklausomybę nuo jo statinės deformacijos f st : P = P(f) (Ballew et al 2011).…”
Section: Vagono Kėbulasunclassified
“…Pakabos statinė deformacija, kuriai būdingos tiesinės charakteristikos, nustatoma pagal formulę (Ballew et al 2011):…”
Section: Vagono Kėbulasunclassified