2013
DOI: 10.4273/ijvss.5.3-4.02
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Sensitivity Analysis of Ride Behaviour of Indian Railway Rajdhani Coach using Lagrangian Dynamics

Abstract: In this paper, the ride analysis of Rajdhani coach is undertaken using 37 degrees of freedom vertical-lateral coupled vehicle-track model that is formulated using Lagrangian dynamics. The vehicle is considered to be moving along a straight track at a constant speed of 130 kmph. The simulated results of ride behaviour are compared with the experimental data. A sensitivity analysis is carried out in order to investigate the influence of mass and moment of inertia of car body, suspension stiffness, damping coeffi… Show more

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Cited by 12 publications
(3 citation statements)
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“…For an arbitrary acceleration signal, which was not necessarily a harmonic signal, the frequency-weighted root mean square value of accelerations (a wrms ) should be used. The original mathematical expression, introduced by Sperling is given in Equation ( 12) [17]. The rail vehicle was accessed on Sperling's ride evaluation scales mentioned in Table 4, in order to judge the ride quality.…”
Section: Sperling Ride Quality Indexmentioning
confidence: 99%
“…For an arbitrary acceleration signal, which was not necessarily a harmonic signal, the frequency-weighted root mean square value of accelerations (a wrms ) should be used. The original mathematical expression, introduced by Sperling is given in Equation ( 12) [17]. The rail vehicle was accessed on Sperling's ride evaluation scales mentioned in Table 4, in order to judge the ride quality.…”
Section: Sperling Ride Quality Indexmentioning
confidence: 99%
“…Nowadays mechanical and vehicle engineering tasks can also be solved effectively with sensitivity study [10]- [16]. For example the comfort of a railway vehicle could be increased with sensitivity study of masses and damping coefficients [14].…”
Section: Introductionmentioning
confidence: 99%
“…Ride comfort is always dynamically controlled in terms of vertical and lateral responses. Sharma (2013) described that vertical track irregularities are the major source of an excitation and responsible for vertical and lateral vibrations in a high-speed train. To augment ride comfort, factors such as coupled degrees of freedom (DOF), optimal suspension and dampers, and sprung and un-sprung masses including track profile are the prime concern.…”
Section: Introductionmentioning
confidence: 99%