Friction induced vibrations in railway transportation

Controlling friction at the wheel-rail interface is indispensable for extending track life, minimising wheel-flange wear, improving fuel efficiency, reducing noise and lateral forces. A particular implementation of friction modifier system consists of a stick-tube assembly, attached through a bracke...

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Main Author: Sharma, Chandra Prakash
Language:English
Published: University of British Columbia 2011
Online Access:http://hdl.handle.net/2429/39286
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spelling ndltd-UBC-oai-circle.library.ubc.ca-2429-392862018-01-05T17:25:30Z Friction induced vibrations in railway transportation Sharma, Chandra Prakash Controlling friction at the wheel-rail interface is indispensable for extending track life, minimising wheel-flange wear, improving fuel efficiency, reducing noise and lateral forces. A particular implementation of friction modifier system consists of a stick-tube assembly, attached through a bracket which is suspended from the railway bogie frame. Inside the tube, a set of interlocking solid sticks resides with one end pressed against the tread or flange of the wheel, and the other end against a constant force tape spring. Rubbing action at the stick-wheel interface and the action of the spring results in a gradual transfer of friction modifier film to the wheel and thence to the rail through the wheel-rail contact. This results in effective friction management between the wheel and the rail. Friction modifier systems can experience unstable friction-induced vibrations due to a complex set of in situ contact conditions. Stability prediction is important for efficient functioning of friction control systems. This dissertation contributes a stability analysis procedure in frequency domain based on Frequency Response Functions (FRFs) of the wheel and the applicator-bracket subsystems. The stability analysis yields stability maps delineating stable and unstable regions of operation in the design parameter space defined by speed of train, angle of applicator, and friction coefficient. Stability characteristics of three bracket designs are compared using experiments and finite element models. Results are summarised in the form of stability diagrams indicating the operating conditions that will lead to unstable vibrations. This methodology can easily incorporate design changes to the bracket and/or applicator, thus facilitating a rapid comparison of different designs for their stability characteristics even before they are built. Applied Science, Faculty of Mechanical Engineering, Department of Graduate 2011-11-28T18:40:12Z 2011-11-28T18:40:12Z 2011 2012-05 Text Thesis/Dissertation http://hdl.handle.net/2429/39286 eng Attribution-NonCommercial-NoDerivatives 4.0 International http://creativecommons.org/licenses/by-nc-nd/4.0/ University of British Columbia
collection NDLTD
language English
sources NDLTD
description Controlling friction at the wheel-rail interface is indispensable for extending track life, minimising wheel-flange wear, improving fuel efficiency, reducing noise and lateral forces. A particular implementation of friction modifier system consists of a stick-tube assembly, attached through a bracket which is suspended from the railway bogie frame. Inside the tube, a set of interlocking solid sticks resides with one end pressed against the tread or flange of the wheel, and the other end against a constant force tape spring. Rubbing action at the stick-wheel interface and the action of the spring results in a gradual transfer of friction modifier film to the wheel and thence to the rail through the wheel-rail contact. This results in effective friction management between the wheel and the rail. Friction modifier systems can experience unstable friction-induced vibrations due to a complex set of in situ contact conditions. Stability prediction is important for efficient functioning of friction control systems. This dissertation contributes a stability analysis procedure in frequency domain based on Frequency Response Functions (FRFs) of the wheel and the applicator-bracket subsystems. The stability analysis yields stability maps delineating stable and unstable regions of operation in the design parameter space defined by speed of train, angle of applicator, and friction coefficient. Stability characteristics of three bracket designs are compared using experiments and finite element models. Results are summarised in the form of stability diagrams indicating the operating conditions that will lead to unstable vibrations. This methodology can easily incorporate design changes to the bracket and/or applicator, thus facilitating a rapid comparison of different designs for their stability characteristics even before they are built. === Applied Science, Faculty of === Mechanical Engineering, Department of === Graduate
author Sharma, Chandra Prakash
spellingShingle Sharma, Chandra Prakash
Friction induced vibrations in railway transportation
author_facet Sharma, Chandra Prakash
author_sort Sharma, Chandra Prakash
title Friction induced vibrations in railway transportation
title_short Friction induced vibrations in railway transportation
title_full Friction induced vibrations in railway transportation
title_fullStr Friction induced vibrations in railway transportation
title_full_unstemmed Friction induced vibrations in railway transportation
title_sort friction induced vibrations in railway transportation
publisher University of British Columbia
publishDate 2011
url http://hdl.handle.net/2429/39286
work_keys_str_mv AT sharmachandraprakash frictioninducedvibrationsinrailwaytransportation
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