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Journal articles on the topic 'Insulated Rail Joints'

Author: Grafiati

Published: 4 June 2021

Last updated: 26 January 2023

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1

Gallou, M., B. Temple, C. Hardwick, M. Frost, and A. El-Hamalawi. "Potential for external reinforcement of insulated rail joints." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 232, no. 3 (2016): 697–708. http://dx.doi.org/10.1177/0954409716684278.

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This paper aims to investigate the alternative ways of reducing the deterioration and failure of insulated rail joints of railway tracks. Joints deteriorate faster than rails due to the presence of structural discontinuity. This weakness results in extra displacement due to the applied load and dynamic force that results as a consequence. Overtime, this situation worsens as the impacts and applied stresses damage and soften the ballast and the supporting subgrade under the joint. This study initially presents a static finite element model designed to simulate the mechanics of insulated rail jo

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2

Mandal, Nirmal Kumar. "Ratchetting damage of railhead material of gapped rail joints with reference to free rail end effects." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 231, no. 2 (2016): 211–25. http://dx.doi.org/10.1177/0954409715625361.

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Free ends of insulated rail joints occur because gaps between the rails and endposts can be created due to pull-apart problems as the rails contract longitudinally in winter and by degradation of railhead material. Dynamic behaviour of gapped rail joints changes adversely compared to that of insulated rail joints. Thus, material degradation and damage of gapped rail joint components such as rail ends, joint bars, etc. are accelerated. Only limited literatures are available addressing the free end of rail effects at rail joints, targeting stress and pressure distributions in the vicinity of the

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3

Gallou, M., M. Frost, A. El-Hamalawi, and C. Hardwick. "Assessing the deflection behaviour of mechanical and insulated rail joints using finite element analysis." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 232, no. 9 (2018): 2290–308. http://dx.doi.org/10.1177/0954409718766925.

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Rail joints constitute a weak component in the railway system. In this paper, three-dimensional finite element analyses are carried out to study the structural deflection performance of rail joints under a fatigue static test through vertical stiffness assessment. Four different types of four-bolted joints are investigated under a dynamically enhanced static load including a glued insulated rail joint, a dry encapsulated insulated rail joint, a dry non-glued insulated rail joint and a mechanical rail joint. The analysis focused on the accurate simulation of the contact types between the interf

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4

Németh, Attila, Zoltán Major, and Szabolcs Fischer. "FEM Modelling Possibilities of Glued Insulated Rail Joints for CWR Tracks." Acta Technica Jaurinensis 13, no. 1 (2020): 42–84. http://dx.doi.org/10.14513/actatechjaur.v13.n1.535.

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In this paper the authors detail the possibilities of modelling of finite element method (FEM) of glued insulated rail joints which are applied in railway tracks with continuously welded rails (CWR). A lot of laboratory tests (static and dynamic 3-point bending tests, axial pulling tests) were executed on glued insulated rail joints, the specimens were related to three different rail profiles applied in Hungary: MÁV 48.5; 54E1 (UIC54), 60E1 (UIC60), respectively. The static bending tests with many bay length values were conducted, before and after dynamic (fatigue) tests. 2-D beam models were

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5

Németh, Attila, and Szabolcs Fischer. "INVESTIGATION OF THE GLUED INSULATED RAIL JOINTS APPLIED TO CWR TRACKS." Facta Universitatis, Series: Mechanical Engineering 19, no. 4 (2021): 681. http://dx.doi.org/10.22190/fume210331040n.

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This article summarizes the research results related to our own conducted extensive laboratory tests of polymer composite and steel fishplated glued insulated rail joints (GIRJs), namely axial tensile tests as well as vertical static and dynamic tests. The investigation dealt with the examination of GIRJs assembled with steel and special glass-fiber reinforced plastic (polymer composite) fishplates, both of them for CWR railway tracks (i.e. so-called gapless tracks or, in other words, railway tracks with continuously welded rails). The exact rail joint types were MTH-P and MTH-AP, consistently

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6

Chen, Y. C., and J. H. Kuang. "Contact stress variations near the insulated rail joints." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 216, no. 4 (2002): 265–73. http://dx.doi.org/10.1243/095440902321029217.

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The effect of an insulated rail joint (IRJ) on the contact stress variation near wheel-rail contact zones was simulated by employing three-dimensional finite element models. Three linear elastic IRJ materials, i.e. epoxy-fibreglass, polytetrafluoroethylene (PTFE) and Nylon-66, were investigated. Contact elements were used to simulate the interaction between the wheel and rail contact points. Numerical results showed that the presence of IRJ might significantly affect the wheel-rail contact stress distributions. Results also indicated that the traditional Hertzian contact theory is no longer av

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7

Huang, S. W., S. Burgess, L. Németh Wehrmann, D. Nolan, and Tara Chandra. "Insulated Rail Joints for Signalling Applications." Materials Science Forum 539-543 (March 2007): 4069–74. http://dx.doi.org/10.4028/www.scientific.net/msf.539-543.4069.

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Insulated rail joint assemblies provide electrical insulation between two sections of rail for signalling purposes. In this work, rail steel was successfully bonded to PSZ ceramic using an active brazing technique. In order to increase the wettability of the PSZ ceramics, titanium coating was deposited on the ceramic surface using a filtered arc deposition system. A filler metal called BVAg-18 (60%Ag-30%Cu-10%Sn) was used and the joining was performed at a temperature of 750 °C. Bonding between partially stabilised zirconia and rail steel with BVAg-18 filler metal was not achieved using a stan

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8

Luzin, Vladimir, C. Rathod, D. Wexler, Paul Boyd, and Manicka Dhanasekar. "Residual Stresses in Rail-Ends from the in-Service Insulated Rail Joints Using Neutron Diffraction." Materials Science Forum 768-769 (September 2013): 741–46. http://dx.doi.org/10.4028/www.scientific.net/msf.768-769.741.

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Insulated rail joints (IRJs) are an integral part of the rail track signaling system and pose significant maintenance and replacement costs due to their low and fluctuating service lives. Failure occurs mainly in rail head region, bolt- holes of fishplates and web-holes of the rails. Propagation of cracks is influenced by the evolution of internal residual stresses in rails during rail manufacturing (hot-rolling, roller-straightening, and head-hardening process), and during service, particularly in heavy rail haul freight systems where loads are high. In this investigation, rail head accumulat

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9

Rathod, C., D. Wexler, T. Chandra, and H. Li. "Microstructural Characterisation of Railhead Damage in Insulated Rail Joints." Materials Science Forum 706-709 (January 2012): 2937–42. http://dx.doi.org/10.4028/www.scientific.net/msf.706-709.2937.

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As an integral part the railway network infrastructure, insulated rail joints (IRJs) electrically isolate track segments providing critical feedback to both track signaling and train position detection systems. Because of the discontinuous nature of IRJs, accumulated damage at the railhead is high. Failure modes include plastic flow of metal across joints, bolt and fishplate failures, delamination of insulated material and, as a result of rolling contact fatigue, end post and endpost surface damage. In the current investigation, microstructural changes in the vicinity of endposts of IRJs made

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10

N. Zong, D. Wexler, and M. Dhanasekar. "Structural and Material Characterisation of Insulated Rail Joints." Electronic Journal of Structural Engineering 13, no. 1 (2013): 75–87. http://dx.doi.org/10.56748/ejse.131631.

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Insulated rail joints are designed in a similar way to butt jointed steel structural systems, the difference being a purpose made gap between the main rail members to maintain electrical insulation for the proper functioning of the track circuitry at all times of train operation. When loaded wheels pass the gap, they induce an impact loading with the corresponding strains in the railhead edges exceeding the plastic limit significantly, which lead to metal flow across the gap thereby increasing the risk of short circuiting and impeding the proper functioning of the signalling and broken rail id

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11

Rathod, Chandrahas, David Wexler, Vladimir Luzin, Paul Boyd, and Manicka Dhanasekar. "A Neutron Diffraction Investigation of Residual Stresses in Rail Ends after Severe Deformation of Rail Surfaces." Materials Science Forum 777 (February 2014): 213–18. http://dx.doi.org/10.4028/www.scientific.net/msf.777.213.

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Insulated rail joints (IRJs) are a primary component of the rail track safety and signalling systems. Rails are supported by two fishplates which are fastened by bolts and nuts and, with the support of sleepers and track ballast, form an integrated assembly. IRJ failure can result from progressive defects, the propagation of which is influenced by residual stresses in the rail. Residual stresses change significantly during service due to the complex deformation and damage effects associated with wheel rolling, sliding and impact. IRJ failures can occur when metal flows over the insulated rail

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12

Sandström, J., and A. Ekberg. "Numerical study of the mechanical deterioration of insulated rail joints." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 223, no. 3 (2008): 265–73. http://dx.doi.org/10.1243/09544097jrrt243.

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Numerical simulations are performed to study plastic deformation and fatigue impact of an insulated joint. The simulations feature a sophisticated constitutive model capable of capturing ratcheting under multi-axial loading conditions. Calculation results are presented in the form of effective strain magnitudes, plastic zone sizes, and multi-axial low cycle fatigue parameters. The simulation results indicate that the main damage mechanism at insulated joints is ratcheting and not low cycle fatigue. A parametric study quantifies effects of increased vertical and longitudinal load magnitudes, as

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13

Plaut, R. H., H. Lohse-Busch, A. Eckstein, S. Lambrecht, and D. A. Dillard. "Analysis of tapered, adhesively bonded, insulated rail joints." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 221, no. 2 (2007): 195–204. http://dx.doi.org/10.1243/0954409jrrt107.

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14

Himebaugh, Anne K., Raymond H. Plaut, and David A. Dillard. "Finite element analysis of bonded insulated rail joints." International Journal of Adhesion and Adhesives 28, no. 3 (2008): 142–50. http://dx.doi.org/10.1016/j.ijadhadh.2007.09.003.

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15

Zong, Nannan, Hossein Askarinejad, Thaminda Bandula Heva, and Manicka Dhanasekar. "Service Condition of Railroad Corridors around the Insulated Rail Joints." Journal of Transportation Engineering 139, no. 6 (2013): 643–50. http://dx.doi.org/10.1061/(asce)te.1943-5436.0000541.

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16

Mandal, Nirmal Kumar, and M. Dhanasekar. "Sub-modelling for the ratchetting failure of insulated rail joints." International Journal of Mechanical Sciences 75 (October 2013): 110–22. http://dx.doi.org/10.1016/j.ijmecsci.2013.06.003.

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17

Stephen, JT, C. Hardwick, P. Beaty, R. Lewis, and MB Marshall. "Ultrasonic monitoring of insulated block joints." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 233, no. 3 (2018): 251–61. http://dx.doi.org/10.1177/0954409718791396.

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Insulated block joints are essential components used in railway tracks. They are divided into circuits and are used for train detection and signalling. However, they also represent a weak point in the track system and have a finite life. Condition monitoring of these components for planning preventative maintenance is currently labour intensive, and can be significantly expensive for the rail operator. In this study, insulated block joints were fatigued via shear load, whilst being condition monitored for degradation using a normally incident ultrasonic technique. Tests were also initially per

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18

Beaty, Philip, Barnaby Temple, Matthew B. Marshall, and Roger Lewis. "Experimental modelling of lipping in insulated rail joints and investigation of rail head material improvements." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 230, no. 4 (2015): 1375–87. http://dx.doi.org/10.1177/0954409715600740.

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19

Soylemez, Emrecan, and Korhan Ciloglu. "Influence of Track Variables and Product Design on Insulated Rail Joints." Transportation Research Record: Journal of the Transportation Research Board 2545, no. 1 (2016): 1–10. http://dx.doi.org/10.3141/2545-01.

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20

Mandal, Nirmal Kumar. "On the low cycle fatigue failure of insulated rail joints (IRJs)." Engineering Failure Analysis 40 (May 2014): 58–74. http://dx.doi.org/10.1016/j.engfailanal.2014.02.006.

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21

El-sayed, H. M., M. Lotfy, H. N. El-din Zohny, and H. S. Riad. "A three dimensional finite element analysis of insulated rail joints deterioration." Engineering Failure Analysis 91 (September 2018): 201–15. http://dx.doi.org/10.1016/j.engfailanal.2018.04.042.

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22

Dhanasekar, M., and W. Bayissa. "Performance of square and inclined insulated rail joints based on field strain measurements." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 226, no. 2 (2011): 140–54. http://dx.doi.org/10.1177/0954409711415898.

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Insulated rail joints (IRJs) possess lower bending stiffness across the gap containing insulating endpost and hence are subjected to wheel impact. IRJs are either square cut or inclined cut to the longitudinal axis of the rails in a vertical plane. It is generally claimed that the inclined cut IRJs outperform the square cut IRJs; however, there is a paucity of literature with regard to the relative structural merits of these two designs. This article presents comparative studies of the structural response of these two IRJs to the passage of wheels based on continuously acquired field data from

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23

Peltier, Daniel C., and Christopher P. L. Barkan. "Characterizing and Inspecting for Progressive Epoxy Debonding in Bonded Insulated Rail Joints." Transportation Research Record: Journal of the Transportation Research Board 2117, no. 1 (2009): 85–92. http://dx.doi.org/10.3141/2117-11.

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24

Oregui, M., M. Molodova, A. Núñez, R. Dollevoet, and Z. Li. "Experimental Investigation Into the Condition of Insulated Rail Joints by Impact Excitation." Experimental Mechanics 55, no. 9 (2015): 1597–612. http://dx.doi.org/10.1007/s11340-015-0048-7.

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25

Xiao, Hong, Guangpeng Liu, Dongwei Yan, Yue Zhao, Jiaqi Wang, and Haoyu Wang. "Field test and numerical analysis of Insulated rail joints in heavy-haul railway." Construction and Building Materials 298 (September 2021): 123905. http://dx.doi.org/10.1016/j.conbuildmat.2021.123905.

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26

Zong, Nannan, and Manicka Dhanasekar. "Sleeper embedded insulated rail joints for minimising the number of modes of failure." Engineering Failure Analysis 76 (June 2017): 27–43. http://dx.doi.org/10.1016/j.engfailanal.2017.02.001.

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27

Mandal, Nirmal Kumar, Maksym Spiryagin, Qing Wu, Zefeng Wen, and Sebastian Stichel. "FEA of mechanical behaviour of insulated rail joints due to vertical cyclic wheel loadings." Engineering Failure Analysis 133 (March 2022): 105966. http://dx.doi.org/10.1016/j.engfailanal.2021.105966.

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28

Mandal, Nirmal Kumar. "Ratchetting of railhead material of insulated rail joints (IRJs) with reference to endpost thickness." Engineering Failure Analysis 45 (October 2014): 347–62. http://dx.doi.org/10.1016/j.engfailanal.2014.07.003.

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29

Nemeth, A., and S. Fischer. "FIELD TESTS OF GLUED INSULATED RAIL JOINTS WITH USAGE OF SPECIAL PLASTIC AND STEEL FISHPLATES." Science and Transport Progress. Bulletin of Dnipropetrovsk National University of Railway Transport, no. 2(80) (May 2, 2019): 60–76. http://dx.doi.org/10.15802/stp2019/165874.

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30

Nicoli, E., D. A. Dillard, J. G. Dillard, J. Campbell, D. D. Davis, and M. Akhtar. "Using standard adhesion tests to characterize performance of material system options for insulated rail joints." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 225, no. 5 (2011): 509–22. http://dx.doi.org/10.1177/2041301710392481.

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31

Mandal, Nirmal K. "Finite element analysis of the mechanical behaviour of insulated rail joints due to impact loadings." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 230, no. 3 (2014): 759–73. http://dx.doi.org/10.1177/0954409714561708.

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32

Loidolt, Markus, and Stefan Marschnig. "Evaluating Short-Wave Effects in Railway Track Using the Rail Surface Signal." Applied Sciences 12, no. 5 (2022): 2529. http://dx.doi.org/10.3390/app12052529.

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Condition assessment and maintenance planning of railway infrastructure is a prerequisite for safe and reliable train operation. As the loads are constantly increasing, condition assessment of the track must also be further developed. Existing methods can describe the condition of the track well in many cases, but they will reach their limits with faster deterioration processes and shorter time windows for inspection and maintenance, both associated with higher loads. This development can only be countered with an increased understanding of the system and the associated better planning of comp

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33

Askarinejad, Hossein, Manicka Dhanasekar, and Colin Cole. "Assessing the effects of track input on the response of insulated rail joints using field experiments." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 227, no. 2 (2012): 176–87. http://dx.doi.org/10.1177/0954409712458496.

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34

Mandal, Nirmal Kumar, Maksym Spiryagin, Mats Berg, and Sebastian Stichel. "On the railhead material damage of insulated rail joints: Is it by ratchetting or alternating plasticity?" International Journal of Fatigue 128 (November 2019): 105197. http://dx.doi.org/10.1016/j.ijfatigue.2019.105197.

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35

Mandal, Nirmal Kumar. "Plastic ratchetting of railhead material in the vicinity of insulated rail joints with wheel and thermal loads." Wear 330-331 (May 2015): 540–53. http://dx.doi.org/10.1016/j.wear.2015.01.003.

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36

Kabo, E., J. C. O. Nielsen, and A. Ekberg. "Prediction of dynamic train–track interaction and subsequent material deterioration in the presence of insulated rail joints." Vehicle System Dynamics 44, sup1 (2006): 718–29. http://dx.doi.org/10.1080/00423110600885715.

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37

Németh, Attila, and Szabolcs Fischer. "Investigation of glued insulated rail joints with special fiber-glass reinforced synthetic fishplates using in continuously welded tracks." Pollack Periodica 13, no. 2 (2018): 77–86. http://dx.doi.org/10.1556/606.2018.13.2.8.

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38

Mandal, Nirmal Kumar. "FEA to assess plastic deformation of railhead material damage of insulated rail joints with fibreglass and nylon endposts." Wear 366-367 (November 2016): 3–12. http://dx.doi.org/10.1016/j.wear.2016.06.010.

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39

Nemeth, A., and S. Fischer. "LABORATORY TEST RESULTS OF GLUED INSULATED RAIL JOINTS ASSEMBLED WITH TRADITIONAL STEEL AND FIBRE-GLASS REINFORCED RESIN-BONDED FISHPLATES." Science and Transport Progress. Bulletin of Dnipropetrovsk National University of Railway Transport, no. 3(81) (June 27, 2019): 65–86. http://dx.doi.org/10.15802/stp2019/171781.

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40

Mandal, Nirmal Kumar, Roger Lewis, and Zefeng Wen. "Quantification of sub-surface railhead material damage due to composite endpost materials of insulated rail joints for cyclic wheel loadings." Engineering Failure Analysis 113 (July 2020): 104562. http://dx.doi.org/10.1016/j.engfailanal.2020.104562.

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41

Cheng, Ye, Zhigang Liu, and Ke Huang. "Transient Analysis of Electric Arc Burning at Insulated Rail Joints in High-Speed Railway Stations Based on State-Space Modeling." IEEE Transactions on Transportation Electrification 3, no. 3 (2017): 750–61. http://dx.doi.org/10.1109/tte.2017.2713100.

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42

Yang, Zhen, Pan Zhang, and Li Wang. "Wheel-rail impact at an insulated rail joint in an embedded rail system." Engineering Structures 246 (November 2021): 113026. http://dx.doi.org/10.1016/j.engstruct.2021.113026.

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43

Askarinejad, H., M. Dhanasekar, P. Boyd, and R. Taylor. "Field Measurement of Wheel-Rail Impact Force at Insulated Rail Joint." Experimental Techniques 39, no. 5 (2012): 61–69. http://dx.doi.org/10.1111/j.1747-1567.2012.00867.x.

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44

Yang, Zhen, Anthonie Boogaard, Zilong Wei, Jinzhao Liu, Rolf Dollevoet, and Zili Li. "Numerical study of wheel-rail impact contact solutions at an insulated rail joint." International Journal of Mechanical Sciences 138-139 (April 2018): 310–22. http://dx.doi.org/10.1016/j.ijmecsci.2018.02.025.

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45

Chen, Yung-Chuan, and Li-Wen Chen. "Effects of insulated rail joint on the wheel/rail contact stresses under the condition of partial slip." Wear 260, no. 11-12 (2006): 1267–73. http://dx.doi.org/10.1016/j.wear.2005.08.005.

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46

Yang, Zhen, Anthonie Boogaard, Rong Chen, Rolf Dollevoet, and Zili Li. "Numerical and experimental study of wheel-rail impact vibration and noise generated at an insulated rail joint." International Journal of Impact Engineering 113 (March 2018): 29–39. http://dx.doi.org/10.1016/j.ijimpeng.2017.11.008.

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47

Mamada, Shogo, Masanori Hansaka, and Daigo Sato. "117 Performance Evaluation of the Noise Insulator for Rail Joint." Proceedings of the Symposium on Environmental Engineering 2012.22 (2012): 69–72. http://dx.doi.org/10.1299/jsmeenv.2012.22.69.

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48

Mayers, Adam. "The effect of heavy haul train speed on insulated rail joint bar strains." Australian Journal of Structural Engineering 18, no. 3 (2017): 148–59. http://dx.doi.org/10.1080/13287982.2017.1363977.

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49

Mamada, Shogo, Masanori Hansaka, Daigo Sato, Kiyoshi Sato, and Humiaki Kishino. "119 Evaluation of the Practicality of Noise Insulator for Rail Joint." Proceedings of the Symposium on Environmental Engineering 2010.20 (2010): 66–69. http://dx.doi.org/10.1299/jsmeenv.2010.20.66.

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50

Elsayed, Hossam, Mohamed Lotfy, Haytham Youssef, and Hany Sobhy. "Assessment of degradation of railroad rails: finite element analysis of insulated joints and unsupported sleepers." Journal of Mechanics of Materials and Structures 14, no. 3 (2019): 429–48. http://dx.doi.org/10.2140/jomms.2019.14.429.

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