Submit your paper : editorIJETjournal@gmail.com Paper Title : Effect Of Micro Structural Attributes On Wheel And Rail ISSN : 2395-1303 Year of Publication : 2021 10.5281/zenodo.7337003 MLA Style: - Jayakrishnan Nair M. , " Effect Of Micro Structural Attributes On Wheel And Rail " Volume 7 - Issue 1 January - February,2021 International Journal of Engineering and Techniques (IJET) ,ISSN:2395-1303 , www.ijetjournal.org APA Style: - Jayakrishnan Nair M. , " Effect Of Micro Structural Attributes On Wheel And Rail " Volume 7 - Issue 1 January - February,2021 International Journal of Engineering and Techniques (IJET) ,ISSN:2395-1303 , www.ijetjournal.org Abstract - Nowadays, the railway is regarded as a fast, efficient, and secure mode of transportation. The issue of rail and wheel contact is one of the most fundamental aspects of the railway system because improper interactions cause problems such as wear and have a negative effect on the train's dynamic functioning. Trains operate within the constraints imposed by friction between railway wheels and rail surfaces. Inadequate friction causes poor adhesion during braking, which is dangerous because it results in longer stopping distances. Inadequate friction is also a performance issue because it affects traction, limiting the amount of tangential force that can be developed when curving. Delays occur when a train travels through areas with poor adhesion while in service. Rail flaws are commonly referred to as'squats' when they resulted from rolling contact fatigue damage, and as'studs' when they were associated with a white etching layer caused by the transformation from pearlitic steel due to friction heat generated by wheel sliding or excessive traction. This type of rail surface flaw causes wheel/rail impact, large amplitude vibration of the track structure, and poor ride quality. From the fracture mechanical and material scientific standpoints, the root cause and preventive solution to this defect are still being investigated. The dynamic interactions between the vehicle and the track impose vibrations and acoustic radiations, transforming the railway corridor into a moving vibro-acoustic source. The dynamic amplification of loading conditions and reflected vibration effects on infrastructure and rolling stocks is significantly increased when either the wheel or rail is imperfect. Reference 1. Tanel Telliskivi, “Wheel-Rail Interaction Analysis”, PhD dissertation, Dept. of Machine Design, Royal Institute of Technology, 2003. (Thesis) 2. K. D. Cole, C. M. Tarawneh, A. A. Fuentes,B. M. Wilson,and L. Navarro, “Thermal models of railroad wheels and bearings”, Published in International Journal of Heat and Mass Transfer 53:9-10 (April 2010), pp. 1636 -1645. 3. Kaewunruen, S., ‘Discussion of “Field Test Performance of Noncontact Ultrasonic Rail Inspection System” by Stefano Mariani, Thompson Nguyen, Xuan Zhu, and Francesco Lanza di Scalea’, Journal of Transportation Engineering, Part A: Systems 144 (4), 07018001 (2018). doi: 10.1061/JTEPBS.0000134 4. Kaewunruen, S., ‘Identification and prioritization of rail squat defects in the field using rail magnetisation technology’, Proceedings of SPIE - The International Society for Optical Engineering 9437, 94371H (2015). doi: 10.1117/12.2083851 5. Jabbar–Ali Zakeri, Masoud Fathali and Nima Boloukian Roudsari: Effectsof Rail Cant on Wheel–Rail Contact Forces in Slab Tracks, International Journal ofMechanics and Applications, 1(1), 12–21, 2011. 6. Zong, N. and Dhanasekar, M.: Analysis of Rail Ends under Wheel ContactLoading, International Journal of Aerospace and Mechanical Engineering, 6, 452–460,2012. 7. Zhu, J. J., Ahmed, A. K. W. and Rakheja, S.: An Adaptive Contact Model forsimulation of Wheel–rail Impact Load due to a Wheel Flat, 13th International Journal of Engineering and Techniques - Volume 7 Issue 1, January 2021 ISSN: 2395-1303 http://www.ijetjournal.org Page 10 National Conferenceon Mechanisms and Machines, IISc, Bangalore, India, 12–13, 2007 8. Monfared, V. and Khalili, M. R.: Investigation of Relations between AtomicNumber and Composition Weight Ratio in PZT and SMA and Prediction of Mechan-ical Beha vior, Acta Phys. Pol. A., 120, 424–428, 2011 9. Kerr, M.B., Wilson, A., Marich, S.: The epidemiology of squats and related defects. In: Proceedings of Conference on Railway Engineering, Perth, Australia (2008). 10. Burstow, M.C.: A model to predict and understand rolling contact fatigue in wheels and rails. In: Proceedings of the 7th World Congress on Railway Research (WCRR 2006), Montreal, Canada (2006). 11. Remennikov A.M. and Kaewunruen S., “A review on loading conditions for railway track structures due to train and track vertical interaction”. Structural Control and Health Monitoring, 15(2), 207-234, (2008). 12. Soleimani H, Nejad RM, Moavenian M (2016) Common failures in wheel and rail and different methods of measuring their profiles. In: Proceedings of the 1st international conference on mechanical and aerospace engineering, Iran 13. Zakeri JA, Ghorbani V (2011) Investigation on dynamic behavior of railway track in transition zone. J Mech Sci Technol 25(2):287–292 14. Mohammadzadeh S, Ghahremani S (2012) Estimation of train derailment probability using rail profile alterations. Struct Infrastruct Eng Mainten Manag Life Cycle Des Perform 8(11):1034–1053 15. Chevaliera L, Cloupet S, Quillien M (2006) Friction and wear during twin-disc experiments under ambient and cryogenic conditions. Tribol Int 39(11):1376–1387 Keywords - Wear , Wheel–rail contact ,Railway system , Surface roughness ,Transportation , Inappropriate interaction |