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Effect of Crack Length, Depth, and Location on Natural Frequencies of Railway Track

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Intelligent Manufacturing and Mechatronics (iM3F 2023)

Part of the book series: Lecture Notes in Networks and Systems ((LNNS,volume 850))

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Abstract

Damages such as a crack location and length in a vibrating component might cause catastrophic failures. The existence of cracks alters the physical properties of a structure, which alters its dynamic response characteristics. As a result, there is a need to comprehend the dynamics of cracked structures. Natural frequency analysis on railway rails has recently gained popularity as a method for identifying vibrational modes. However, studies on the impact of crack length, depth, and position on railway tracks have not yet been fully understood. This paper aims to investigate the effect of crack length, depth, and location on natural frequencies of railway track. For the model simulation, the most commonly used parameters adopted by the Malaysian Railways track is the UIC60 type of rail profile cross section has been selected for analysis. Free vibration analysis was developed using Finite Element Analysis (ANSYS) to evaluate the effect of various crack locations for 45 and 50 mm crack length on natural frequencies of railway track. To establish the precise finite element model for free vibration analysis of railway track, convergence analysis and numerical verification were conducted. The present numerical simulation results were in good agreement with experimental modal results. The findings demonstrated that mode shapes of vibrations were slightly different when changing the location of crack with crack length had been designed 45 and 50 mm. In general, this study has made important contributions to understanding the effect of crack length, depth, and location on natural frequencies of railway track.

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References

  1. Lytvynenko L, Kalmanbetova G, Shevket O, Kara I, Gerlitz L, Popova Y (2022) Prospects of using the urban railway for logistics support of urban areas. Transp Res Proc 63:1199–1204. https://doi.org/10.1016/j.trpro.2022.06.125

    Article  Google Scholar 

  2. Moazam MHMA (2017) Residual stresses measurement in UIC 60 rail by ring-core method and sectioning technique

    Google Scholar 

  3. Sen PK, Bhiwapurkar M, Harsha SP (2021) Numerical simulation and parametric analysis of fatigue crack in UIC60 rail thermite welded joint. IOP Conf Ser Mater Sci Eng 1206(1):012027. https://doi.org/10.1088/1757-899x/1206/1/012027

    Article  Google Scholar 

  4. Sen PK, Bhiwapurkar M, Harsha SP (2022) A 3-D numerical simulation of fatigue crack growth in an alumino thermite welded UIC60 rail joint under different loading conditions. Mater Today Proc 59(1):405–412. https://doi.org/10.1016/j.matpr.2021.11.360

    Article  Google Scholar 

  5. Magel EE, Kalousek J (2002) The application of contact mechanics to rail profile design and rail grinding. Wear 253(1–2):308–316. https://doi.org/10.1016/S0043-1648(02)00123-0

    Article  Google Scholar 

  6. Luo Q, Kitchen M, Li J, Li W, Li Y (2023) Experimental investigation on the spalling failure of a railway turnout made from Hadfield steel. Wear 523:204779. https://doi.org/10.1016/j.wear.2023.204779

    Article  Google Scholar 

  7. Ma X, Wang Y, Wang X, Yin W, Liu L, Xu J (2023) Investigation on fatigue crack propagation behaviour of U71Mn and U75V rails using peridynamics. Eng Fract Mech 281:109097. https://doi.org/10.1016/j.engfracmech.2023.109097

    Article  Google Scholar 

  8. Naik BV, Kishor Y, Saha S, Goudar SK (2023) Performance studies on two types of prestressed concrete railway sleepers using finite element model. Mater Today Proc. https://doi.org/10.1016/j.matpr.2023.03.147

    Article  Google Scholar 

  9. Sen PK, Bhiwapurkar M, Harsha SP (2022) UIC60 rail alumino thermite weld’s semi elliptical head crack and stress intensity factor using ANSYS. Mater Today Proc 56(5):3058–3064. https://doi.org/10.1016/j.matpr.2021.12.107

    Article  Google Scholar 

  10. Zhang Z, Li X, Zhang X, Fan J, Xu G (2022) (2022) Semi-analytical simulation for ground-borne vibration caused by rail traffic on viaducts: vibration-isolating effects of multi-layered elastic supports. J Sound Vib 516:116540. https://doi.org/10.1016/j.jsv.2021.116540

    Article  Google Scholar 

  11. Shi K, Hu XS, Mo XQ, Xu H, Wang ZL, Ma WR, Yang YB (2023) Theory for computing vehicle-rail contact responses from a multi-DOF test vehicle and detecting track modulus and rail damages. Appl Math Model 121:403–429. https://doi.org/10.1016/j.apm.2023.05.008

    Article  MathSciNet  Google Scholar 

  12. Gao M, Tian SP, Wang Y, Chen QS, Gao GY (2020) (2020) Isolation of ground vibration induced by high speed railway by DXWIB: field investigation. Soil Dyn Earthq Eng 131:106039. https://doi.org/10.1016/j.soildyn.2020.106039

    Article  Google Scholar 

  13. He C, Zhou S, Guo P (2020) An efficient three-dimensional method for the prediction of building vibrations from underground railway networks. Soil Dyn Earthq Eng 139:106269. https://doi.org/10.1016/j.soildyn.2020.106269

    Article  Google Scholar 

  14. Çelebi E, Zülfikar AC, Göktepe F, Kırtel O, Faizan AA, İstegün B (2022) In-situ measurements and data analysis of environmental vibrations induced by high-speed trains: a case study in North-Western Turkey. Soil Dyn Earthq Eng 156:107211. https://doi.org/10.1016/j.soildyn.2022.107211

    Article  Google Scholar 

  15. Luo J, Zhu S, Zhai W (2020) Development of a track dynamics model using Mindlin plate theory and its application to coupled vehicle-floating slab track systems. Mech Syst Signal Process 140:106641. https://doi.org/10.1016/j.ymssp.2020.106641

    Article  Google Scholar 

  16. Germonpré M, Degrande G, Lombaert G (2018) Periodic track model for the prediction of railway induced vibration due to parametric excitation. Transp Geotech 17(A):98–108. https://doi.org/10.1016/j.trgeo.2018.09.015

    Article  Google Scholar 

  17. Malmborg J, Persson P, Persson K (2022) Numerical investigation of railway subgrade stiffening: critical speed and free-field vibrations. Transp Geotech 34:100748. https://doi.org/10.1016/j.trgeo.2022.100748

    Article  Google Scholar 

  18. Zhang X, David Thompson J, Li Q, Kostovasilis D, Martin GR, Squicciarini G, Ryue J (2019) A model of a discretely supported railway track based on a 2.5D finite element approach. J Sound Vib 438:153–174. https://doi.org/10.1016/j.jsv.2018.09.026

    Article  Google Scholar 

  19. Faizan AA, Kırtel O, Çelebi E, Zülfikar AC, Göktepe F (2022) Experimental validation of a simplified numerical model to predict train-induced ground vibrations. Comput Geotech 141:104547. https://doi.org/10.1016/j.compgeo.2021.104547

    Article  Google Scholar 

  20. López-Mendoza D, Connolly DP, Romero A, Kouroussis G, Galvín P (2022) A transfer function method to predict building vibration and its application to railway defects. Constr Build Mater 232:117217. https://doi.org/10.1016/j.conbuildmat.2019.117217

    Article  Google Scholar 

  21. Prasad A, Jafferson JM (2021) Finite element model of wheel—rail impact due to flat spot. Mater Today Proc 46(2):1221–1228. https://doi.org/10.1016/j.matpr.2021.02.068

    Article  Google Scholar 

  22. Gupta A, Pradhan SK, Bajpai L, Jain V (2021) Numerical simulation of contact behavior between rail wheel and rails of a new road cum rail vehicle. Mater Today Proc 46(9):3966–3974. https://doi.org/10.1016/j.matpr.2021.02.523

    Article  Google Scholar 

  23. Zhang N, Fu C, Jiang B, Sun L, Liu Y (2022) Failure analysis of fatigue fracture for 60Si2Mn steel fastening clip in the track of high-speed railway. Eng Fail Anal 142:106757. https://doi.org/10.1016/j.engfailanal.2022.106757

    Article  Google Scholar 

  24. Zhang Z, Li X, Zhang X, Fan J, Xu G (2022) Semi-analytical simulation for ground-borne vibration caused by rail traffic on viaducts: vibration-isolating effects of multi-layered elastic supports. J Sound Vib 516:116540. https://doi.org/10.1016/j.jsv.2021.116540

    Article  Google Scholar 

  25. Abdullah AZM, Norman MAM (2023) Predicting the crack location and crack depth of steel rail due to vibration using artificial neural networks (ANN). AIP Conf Proc 2625(1):040001

    Article  Google Scholar 

Download references

Acknowledgements

The authors would like to thank the Ministry of Higher Education (MOHE) Malaysia and Universiti Selangor under the Fundamental Research Grant Scheme (FRGS/1/2020/TK0/UNISEL/03/1) and the authors would like to thank Track Network Rapid Rail Ampang Line.

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Correspondence to Mohd Arif Mat Norman .

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Muhammad, A.Z., Norman, M.A.M., Mohammad, M., Amzah, A. (2024). Effect of Crack Length, Depth, and Location on Natural Frequencies of Railway Track. In: Mohd. Isa, W.H., Khairuddin, I.M., Mohd. Razman, M.A., Saruchi, S.'., Teh, SH., Liu, P. (eds) Intelligent Manufacturing and Mechatronics. iM3F 2023. Lecture Notes in Networks and Systems, vol 850. Springer, Singapore. https://doi.org/10.1007/978-981-99-8819-8_3

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  • DOI: https://doi.org/10.1007/978-981-99-8819-8_3

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  • Online ISBN: 978-981-99-8819-8

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