Evaluating dynamic tire pressure variations on uneven road surfaces
Author affiliations
DOI:
https://doi.org/10.15625/2525-2518/19409Keywords:
road profile, international roughness index, vehicle-pavement interaction, dynamic tire pressure, pavement designAbstract
In order to accommodate Vietnamese conditions, this paper presents a road profile model that combines the international roughness index (IRI) with the Gaussian white noise (GWN) function. The proposed model deviated from the cosine model and the original model by about 3.6% and less than 0.1%, respectively. This model served as an excitation source for analyzing the dynamic interaction between vehicles and pavements. Employing the MATLAB-Simulink tool, numerical dynamic analyses of a quarter-car model (QCM) were conducted under various vehicle speeds and road surface conditions. When comparing dynamic and static conditions, the results indicated a difference of over 10% in the tire pressure applied to the pavement. For example, the deviations were 9.9, 16.4, 26.3, and 38.3% at 40 km/h with IRI values of 1.8, 3.0, 5.0, and 7.0.
Downloads
References
1. National Specification of Vietnam, 22TCN211-06 - Flexible Pavement Design-Specification and Guidelines, Vietnam Ministry of Transport, 2006 (in Vietnamese).
2. National Specification of Vietnam, TCCS38:2022/TCĐBVN - Specifications and Guidelines for Flexible Pavement Design on the Structural Number (SN), Vietnam Ministry of Transport, 2022 (in Vietnamese).
3. Ye Z., Miao Y., Zhang W., Wang L. - Effects of random non-uniform load on asphalt pavement dynamic response, International Journal of Pavement Research and Technology 14 (2020) 299-308. doi.org/10.1007/s42947-020-0147-0.
4. Hsing C. H., Siao J. H., Wang Y. M. - A study on the design depth of permeable road pavement through dynamic load experiment, Materials 15 (2022) 4391. doi.org/10.3390/ ma15134391.
5. Loizos A., Plati C. - An alternative approach to pavement roughness evaluation, International Journal of Pavement Engineering 9 (2008) 69-78. doi.org/ 10.1080/10298430600949894.
6. Shi X. M., Cai C. S. - Simulation of dynamic effects of vehicles on pavement using a 3D interaction model, Journal of Transportation Engineering 135 (2009) 736-744. doi.org/10.1061/(ASCE)TE.1943-5436.0000045.
7. Barbosa R. S. -Vehicle dynamic response due to pavement roughness. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 33 (2011) 302-307. doi.org/10.1590/S1678-58782011000300005.
8. Barbosa R. S. - Vehicle vibration response subjected to longwave measured pavement irregularity, Journal of Mechanical Engineering and Automation 2 (2012) 17-24. doi.org/10.5923/j.jmea.20120202.04.
9. Buhari R., Rohani M. M., Abdullah M. E. - Dynamic load coefficient of tyre forces from truck axles, Applied Mechanics and Materials 405 (2013) 1900-1911. doi.org/10.4028/ www.scientific.net/AMM.405-408.1900.
10. Park D. W., Papagiannakis A. T., Kim I. T. - Analysis of dynamic vehicle loads using vehicle pavement interaction model, KSCE Journal of Civil Engineering 18 (2014) 2085-2092. doi.org/10.1007/s12205-014-0602-3.
11. Agostinacchio M., D. Ciampa, S. Olita. - The vibrations induced by surface irregularities in road pavements-A Matlab® approach, European Transport Research Review 6 (2014) 267-275. doi.org/10.1007/s12544-013-0127-8.
12. Zhao L. Y., Yang J. L., Chen L. X., Yu J. B., Mu G. - Proceedings of the 2nd 2016 International Conference on Sustainable Development, Atlantis Press, 2016, pp. 506-510.
13. Han F., Wang H., Dan D. H. - Proceedings of the Institution of Civil Engineers-Transport, Thomas Telford Ltd, 2019, pp. 221-232.
14. Yu X., Liu X., Wang X., Wang X., Wang Y. - Proceedings of the Institution of Mechanical Engineers, Part D: Journal of Automobile Engineering (2021) 2253-2264.
15. Ma K., Zhang Y., Zhen X. -Simulation of Pavement Random Excitation Based on Harmonic Superposition Method. International Journal of Scientific Advances, 2 (2021) 282-285. doi.org/10.51542/ijscia.v2i3.9.
16. Quan H. V., Canh T. M., Phuc L. V. -Vehicle model dynamic analysis under random excitation of uneven pavement as measured by the international roughness index. Transport and Communications Science Journal 74 (2023) 866-880. doi.org/ 10.47869/tcsj.74.8.2. (Vietnamese).
17. Guo L. X., Zhang L. P. - Vehicle vibration analysis in changeable speeds solved by pseudo excitation method, Mathematical Problems in Engineering 2010 (2010) 1-14. doi.org/10.1155/2010/802720.
18. Sidess A., Ravina A., Oged E. -A model for predicting the deterioration of the international roughness index. International Journal of Pavement Engineering 23 (2022) 1393-1403. doi.org/10.1080/10298436.2020.1804062.
19. Dang H. H. H., Son D. T., Hoang T. M. - Assessment of oscillating of light trucks under the impact of ISO road surface, Vietnam Mechanical Engineering Journal 4 (2017) 94-99.
20. Liu Y., Cui D. - Research on Road Roughness Based on NARX Neural Network, Mathematical Problems in Engineering 2021 (2021) 1-16. doi.org/10.1155/2021/9173870.
21. Lu Y., Yang S., Li S., Chen L. - Numerical and experimental investigation on stochastic dynamic load of a heavy-duty vehicle, Applied Mathematical Modelling 34 (2010) 2698-2710. doi.org/10.1016/j.apm.2009.12.006.
22. Liu P., Ravee V., Wang D., Oeser M. - Study of the influence of pavement unevenness on the mechanical response of asphalt pavement by means of the finite element method, Journal of Traffic and Transportation Engineering 5 (2018) 169-180. doi.org/ 10.1016/j.jtte.2017.12.001.
23. Kumaresh S. A., Aladdin M. F. - Proceedings of the AIP Conference, AIP Publishing (2019) 19-23. doi.org/10.19206/CE-2020-203.
24. Meram A., Shahriari M. - Evaluation of Whole-Body Vibration in Automobile on Routine Travel-A Case Study, Occupational and Environmental Safety and Health 202 (2019) 191-199. doi.org/10.1007/978-3-030-14730-3_21.
25. ShiW., Li M., Guo J., Zhai K. - Evaluation of road service performance based on human perception of vibration while driving vehicle, Journal of Advanced Transportation 2020 (2020) 1-8. doi.org/10.1155/2020/8825355.
26. International Organisation of Standardisation, ISO 8608:2016 - Mechanical vibration–Road surface profles–Reporting of measured data, Switzerland, 2016.
27. National Specification of Vietnam, TCVN8865:2011 - Method for measuring and assessment roughness by International Roughness Index, Vietnam Ministry of Transport, 2011 (in Vietnamese).
28. Association P. C. - Thickness design for concrete pavements, Skokie, IL: Portland Cement Association, 1966.
29. Yoder E. J., Witczak M. W. - Principles of pavement design. Hoboken, NJ, Wiley, 1975.
30. Assogba O. C., Tan Y., Sun Z., Lushinga N., Bin Z. - Effect of vehicle speed and overload on dynamic response of semi-rigid base asphalt pavement, Road Materials and Pavement Design 22 (2021) 572-602.doi.org/10.1080/14680629.2019.1614970.
31. Gillispie T. D., Karamihas S. M., Sayers M. W., Nasim M. A., Hansen W., Ehsan N., Cebon D. - Effect of heavy vehicle characteristics on pavement response and performance, Transportation Research Board NCHRP, Washington DC, 1993.
32. Cole D. J., Cebon D. - Truck suspension design to minimize road damage, IMechE. J. Auto. Eng. 210 (1996) 95-107.doi.org/10.1243/PIME_PROC_1996_210_251_02.
Downloads
Published
How to Cite
Issue
Section
License
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Vietnam Journal of Sciences and Technology (VJST) is an open access and peer-reviewed journal. All academic publications could be made free to read and downloaded for everyone. In addition, articles are published under term of the Creative Commons Attribution-ShareAlike 4.0 International (CC BY-SA) Licence which permits use, distribution and reproduction in any medium, provided the original work is properly cited & ShareAlike terms followed.
Copyright on any research article published in VJST is retained by the respective author(s), without restrictions. Authors grant VAST Journals System a license to publish the article and identify itself as the original publisher. Upon author(s) by giving permission to VJST either via VJST journal portal or other channel to publish their research work in VJST agrees to all the terms and conditions of https://creativecommons.org/licenses/by-sa/4.0/ License and terms & condition set by VJST.
Authors have the responsibility of to secure all necessary copyright permissions for the use of 3rd-party materials in their manuscript.
