Computational & Technology Resources
an online resource for computational,
engineering & technology publications |
|
Civil-Comp Conferences
ISSN 2753-3239 CCC: 1
PROCEEDINGS OF THE FIFTH INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE Edited by: J. Pombo
Paper 35.2
Full-Scale Experiment for Assessing Static Structural and Damping Response of UIC Parabolic Leaf Springs V.M.G. Gomes1,2, A.M.P. de Jesus1,2, M. Figueiredo1, J.A.F.O Correia1,2 and R. Calcada1
1Faculty of Engineering of the University of Porto, Porto, Portugal
V.M.G. Gomes, A.M.P. de Jesus, M. Figueiredo, J.A.F.O Correia, R. Calcada, "Full-Scale Experiment for Assessing Static Structural and Damping Response of UIC Parabolic Leaf Springs", in J. Pombo, (Editor), "Proceedings of the Fifth International Conference on Railway Technology: Research, Development and Maintenance",
Civil-Comp Press, Edinburgh, UK,
Online volume: CCC 1, Paper 35.2, 2022, doi:10.4203/ccc.1.35.2
Keywords: spring rate, damping, relative displacement, surface stress, parabolic leaf springs, railway.
Abstract
Over the years, leaf springs have been applied in freight train wagons’ systems. Parabolic leaf springs have offered greater guarantees in terms of safety and drivability than classic leaf springs. These leaf springs have intrinsic characteristics that are more attractive, such as lower friction and higher specific energy storage capacity.
In this research, an extensive characterization of UIC parabolic leaf springs is made according to the UIC standard compliance tests. Several types of monitoring devices are used to gather the reaction forces, displacements, relative displacements between leaves in contact, and surface strains.
The outcomes permitted to validation of the numerical model and the suggested approaches.
download the full-text of this paper (PDF, 8 pages, 829 Kb)
go to the previous paper |
|