Verification of a new prototype design of bogie monorail frame with variation of static loading
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Oct 21, 2023
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Abstract
The purpose of this study was to analyze and validate the strength of a new design monorail bogie frame. The 33 tons capacity of passenger train is supported by two bogie frames, in which each bogie frame structure should support 16.5 tons train load. A bogie frame prototype of monorail structure made of steel material JIS SS 400 was tested with 16.5 tons of static loading. Static test results showed the maximum strain value was 479 microstrain or equivalent to a stress value of 100.54 MPa. The experimental stress value was still far below the yield stress value of the material of 245 MPa. Based on the results of static testing, the design of the monorail bogie frame structure meets strength criteria and safety requirements.
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References
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[28] Z. Xu, Z. Du, Z. Yang, and L. Chen, “Research on Vertical Coupling Dynamics of Monorail Vehicle at Finger-Band,” Urban Rail Transit, vol. 3, no. 3, pp. 142–148, 2017, doi: 10.1007/s40864-017-0065-1.
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[32] J. Tomas H Orihuela, “Design of Monorail Systems,” no. 74, pp. 1–20.
[2] J. Zhou, Z. Du, and Z. Yang, “Dynamic response of the full-scale straddle-type monorail vehicles with single-axle bogies,” Mechanika, vol. 25, no. 1, pp. 17–24, 2019, doi: 10.5755/j01.mech.25.1.21931.
[3] E. Adawy and M. Amr, “Monorail System as Urban Sustainable Transit in Alexandria,” ERJ. Engineering Research Journal, vol. 40, no. 4, pp. 349–357, 2017, doi: 10.21608/erjm.2017.66361.
[4] T. Ahmed, M. Salem, A. Saad, and A. R. Alaqqad, “Improving the Traffic Flow in Hot Arid Climate Areas by Implementing a Monorail Light Rail Transit System: Case of Kuwait,” American Journal of Engineering and Applied Sciences, vol. 14, no. 1, pp. 103–111, 2021, doi: 10.3844/ajeassp.2021.103.111.
[5] T. Kuwabara, M. Hiraishi, K. Goda, S. Okamoto, A. Ito, and Y. Sugita, “New solution for urban traffic: Small-type monorail system,” Hitachi Review, vol. 50, no. 4, pp. 139–143, 2001, doi: 10.1061/40766(174)65.
[6] P. E. Timan, “Why Monorail Systems Provide a Great Solution for Metropolitan Areas,” Urban Rail Transit, vol. 1, no. 1, pp. 13–25, 2015, doi: 10.1007/s40864-015-0001-1.
[7] J. Zhou, Z. Du, Z. Yang, and Z. Xu, “Curving performance of straddle-type monorail vehicle with single-axle bogies based on spatial multi-body dynamic analysis,” Mechanika, vol. 27, no. 2, pp. 148–154, 2021, doi: 10.5755/J02.MECH.22930.
[8] J. K. Ren, Q. Y. Chen, J. Chen, and Z. Y. Liu, “On mechanical properties of welded joint in novel high-mn cryogenic steel in terms of microstructural evolution and solute segregation,” Metals, vol. 10, no. 4, 2020, doi: 10.3390/met10040478.
[9] Y. Ogawa, T. Horita, N. Iwatani, K. Kadoi, D. Shiozawa, and T. Sakagami, “Evaluation of fatigue strength based on dissipated energy for laser welds,” Infrared Physics and Technology, vol. 125, no. January, p. 104288, 2022, doi: 10.1016/j.infrared.2022.104288.
[10] A. S. Baskoro, M. A. Amat, and M. F. Arifardi, “Investigation Effect of ECR’s Thickness and Initial Value of Resistance Spot Welding Simulation using 2-Dimensional Thermo-Electric Coupled,” Evergreen, vol. 8, no. 4, pp. 821–828, 2021, doi: 10.5109/4742127.
[11] A. E. Öberg and E. Åstrand, “Variation in welding procedure specification approach and its effect on productivity,” Procedia Manufacturing, vol. 25, pp. 412–417, 2018, doi: 10.1016/j.promfg.2018.06.111.
[12] L. H. Shah and M. Ishak, “Review of research progress on aluminum-steel dissimilar welding,” Materials and Manufacturing Processes, vol. 29, no. 8, pp. 928–933, 2014, doi: 10.1080/10426914.2014.880461.
[13] J. Zou, B. Chen, S. Zhan, C. Huang, and X. Wang, “Theoretical Derivation of Gauges for Straddle-type Monorail Vehicle,” Journal of Physics: Conference Series, vol. 1910, no. 1, 2021, doi: 10.1088/1742-6596/1910/1/012052.
[14] D. W. Karmiadji et al., “Verification of urban light rail transit (LRT) bogie frame structure design lifetime under variable fatigue loads,” Mechanical Engineering for Society and Industry, vol. 2, no. 1, pp. 42–53, 2022, doi: 10.31603/mesi.6938.
[15] Kiran S. Phad and A. Hamilton, “Experimental Investigation of Friction Coefficient and Wear of sheet metals used for Automobile Chassis,” Evergreen, vol. 9, no. 4, pp. 1067–1075, 2022, doi: 10.5109/6625719.
[16] A. T. Raheem, A. R. A. Aziz, S. A. Zulkifli, A. T. Rahem, and W. B. Ayandotun, “Development, Validation, and Performance Evaluation of An Air-Driven Free-Piston Linear Expander Numerical Model,” Evergreen, vol. 9, no. 1, pp. 72–85, 2022, doi: 10.5109/4774218.
[17] V. Singh, Vinod Singh Yadav, M. Kumar, and N. Kumar, “Optimization and Validation of Solar Pump Performance by MATLAB Simulink and RSM,” Evergreen, vol. 9, no. 4, pp. 1110–1125, 2022, doi: 10.5109/6625723.
[18] D. W. Karmiadji, B. Haryanto, O. Ivano, M. Perkasa, and A. R. Farid, “Bogie Frame Structure Evaluation for Light-Rail Transit (LRT) Train: A Static Testing,” Automotive Experiences, vol. 4, no. 1, pp. 36–43, 2021, doi: 10.31603/ae.v3i3.4252.
[19] D. W. Karmiadji, M. Gozali, A. Anwar, H. Purnomo, M. Setiyo, and R. Junid, “Evaluation of Operational Loading of the Light-Rail Transit (LRT) in Capital Region, Indonesia,” Automotive Experiences, vol. 3, no. 3, pp. 104–114, 2020, doi: 10.31603/ae.v3i3.3882.
[20] Z. Yang, Z. Du, Z. Xu, J. Zhou, and Z. Hou, “Research on dynamic behavior of train dynamic model of straddle-type monorail,” Noise and Vibration Worldwide, vol. 51, no. 11, pp. 195–207, 2020, doi: 10.1177/0957456520947998.
[21] L. Xin, Z. Du, J. Zhou, Z. Yang, and Z. Xu, “Study on dynamic response of straddle-type monorail vehicle with single-axle bogie under curve condition,” Mechanika, vol. 27, no. 2, pp. 122–129, 2021, doi: 10.5755/J02.MECH.25319.
[22] L. Wei, J. Zeng, C. Huang, Q. Wang, and W. Shen, “Experimental and numerical investigations on longitudinal vibration of suspended monorail trains induced by bogie pitching motion,” Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, vol. 236, no. 4, pp. 418–433, 2022, doi: 10.1177/09544097211023626.
[23] S. L. S. Chauhan and S. C. Bhaduri, “Structural analysis of a four-bar linkage mechanism of prosthetic knee joint using finite element method,” Evergreen, vol. 7, no. 2, pp. 209–215, 2020, doi: 10.5109/4055220.
[24] G. Prayogo, D. A. Sumarsono, Sugiharto, and A. S. Auzani, “Analysis of the Traction Wheel Torque of the Straddle Monorail Negotiating a Curved Track Using the Finite Element Method,” International Journal of Mechatronics and Applied Mechanics, vol. 2022, no. 12, pp. 182–189, 2022, doi: 10.17683/ijomam/issue12.27.
[25] Z. Ansari, “Design and Analysis of Railway Casnub Bogie Using Fem,” International Journal on Mechanical Engineering and Robotics (IJMER), vol. 4, no. 4, pp. 68–72, 2016.
[26] N. R. Veerabhadraiah, “‘ DESIGN And Analysis of A Bogie Truck ’ Department of Mechanical Engineering The Oxford College of Engineering,” no. June 2014, 2015, doi: 10.13140/RG.2.1.1721.0961.
[27] Y. Jiang, W. Zhong, P. Wu, J. Zeng, Y. Zhang, and S. Wang, “Prediction of wheel wear of different types of articulated monorail based on co-simulation of MATLAB and UM software,” Advances in Mechanical Engineering, vol. 11, no. 6, pp. 1–13, 2019, doi: 10.1177/1687814019856841.
[28] Z. Xu, Z. Du, Z. Yang, and L. Chen, “Research on Vertical Coupling Dynamics of Monorail Vehicle at Finger-Band,” Urban Rail Transit, vol. 3, no. 3, pp. 142–148, 2017, doi: 10.1007/s40864-017-0065-1.
[29] W.-K. Kim and S.-T. Won, “A Study on The Load Test of Bogie for Monorail-Type LRT,” Proceedings of the KSR Conference, vol. 10a, pp. 939–950, 2011, https://koreascience.kr/article/CFKO201132164225636.page.
[30] U. 615-4, “Motive Power Units Bogies and Running Gear Bogie Frame Structure Tests.” International Union of Railways, p. 2nd Edition, 2003.
[31] J. Tittel, M. Kepka, and P. Heller, “Static and dynamic testing of a bogie,” IOP Conference Series: Materials Science and Engineering, vol. 723, no. 1, pp. 1–6, 2020, doi: 10.1088/1757-899X/723/1/012031.
[32] J. Tomas H Orihuela, “Design of Monorail Systems,” no. 74, pp. 1–20.