Mathematical modeling for longitudinal displacement of a straight continuously welded railway track and its numerical implementation

A mathematical model of the longitudinal flexibility of a continuously welded railway track and the methodology for the analysis of the longitudinal displacement of rails under the effects of passing trains is developed to investigate the longitudinal behavior of rails. The purpose of this analysis...

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Main Author: Manap A.N.
Other Authors: 57200642155
Format: Conference paper
Published: Trans Tech Publications Ltd 2023
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spelling my.uniten.dspace-305822023-12-29T15:49:47Z Mathematical modeling for longitudinal displacement of a straight continuously welded railway track and its numerical implementation Manap A.N. 57200642155 Longitudinal displacement Longitudinal forces Mathematical model Mathematical models MATLAB Railroad tracks Railroads Stress analysis Welding Displacement patterns Longitudinal displacements Longitudinal force Longitudinal stress Mechanical loading Numerical implementation Track lengths Track systems Rails A mathematical model of the longitudinal flexibility of a continuously welded railway track and the methodology for the analysis of the longitudinal displacement of rails under the effects of passing trains is developed to investigate the longitudinal behavior of rails. The purpose of this analysis is to explore the changes of longitudinal stress distribution in the rails due to mechanical loading applied by a travelling train. A half track system is used to derive the equations required to obtain the magnitude of deflection and force of rails and these values are scaled to produce the displacement pattern using the method of superposition. The mathematical model is translated into MATLAB and validation of the program is verified through comparisons of displacement patterns generated by a computer software LONGIN. Analysis of a straight track due to train braking was performed over a track length of 1000 m. The longitudinal displacement obtained showed that maximum longitudinal displacement occur in the middle of the track at the distance of 570 m which is in direct agreement with the published result. � (2011) Trans Tech Publications. Final 2023-12-29T07:49:47Z 2023-12-29T07:49:47Z 2011 Conference paper 10.4028/www.scientific.net/KEM.462-463.801 2-s2.0-79551492143 https://www.scopus.com/inward/record.uri?eid=2-s2.0-79551492143&doi=10.4028%2fwww.scientific.net%2fKEM.462-463.801&partnerID=40&md5=38d26749e7b217088c0728d97e7c536a https://irepository.uniten.edu.my/handle/123456789/30582 462-463 801 806 Trans Tech Publications Ltd Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
topic Longitudinal displacement
Longitudinal forces
Mathematical model
Mathematical models
MATLAB
Railroad tracks
Railroads
Stress analysis
Welding
Displacement patterns
Longitudinal displacements
Longitudinal force
Longitudinal stress
Mechanical loading
Numerical implementation
Track lengths
Track systems
Rails
spellingShingle Longitudinal displacement
Longitudinal forces
Mathematical model
Mathematical models
MATLAB
Railroad tracks
Railroads
Stress analysis
Welding
Displacement patterns
Longitudinal displacements
Longitudinal force
Longitudinal stress
Mechanical loading
Numerical implementation
Track lengths
Track systems
Rails
Manap A.N.
Mathematical modeling for longitudinal displacement of a straight continuously welded railway track and its numerical implementation
description A mathematical model of the longitudinal flexibility of a continuously welded railway track and the methodology for the analysis of the longitudinal displacement of rails under the effects of passing trains is developed to investigate the longitudinal behavior of rails. The purpose of this analysis is to explore the changes of longitudinal stress distribution in the rails due to mechanical loading applied by a travelling train. A half track system is used to derive the equations required to obtain the magnitude of deflection and force of rails and these values are scaled to produce the displacement pattern using the method of superposition. The mathematical model is translated into MATLAB and validation of the program is verified through comparisons of displacement patterns generated by a computer software LONGIN. Analysis of a straight track due to train braking was performed over a track length of 1000 m. The longitudinal displacement obtained showed that maximum longitudinal displacement occur in the middle of the track at the distance of 570 m which is in direct agreement with the published result. � (2011) Trans Tech Publications.
author2 57200642155
author_facet 57200642155
Manap A.N.
format Conference paper
author Manap A.N.
author_sort Manap A.N.
title Mathematical modeling for longitudinal displacement of a straight continuously welded railway track and its numerical implementation
title_short Mathematical modeling for longitudinal displacement of a straight continuously welded railway track and its numerical implementation
title_full Mathematical modeling for longitudinal displacement of a straight continuously welded railway track and its numerical implementation
title_fullStr Mathematical modeling for longitudinal displacement of a straight continuously welded railway track and its numerical implementation
title_full_unstemmed Mathematical modeling for longitudinal displacement of a straight continuously welded railway track and its numerical implementation
title_sort mathematical modeling for longitudinal displacement of a straight continuously welded railway track and its numerical implementation
publisher Trans Tech Publications Ltd
publishDate 2023
_version_ 1806426401935458304
score 13.18916