A new tire-sensor-pavement coupling chain for investigating asphalt mixture responses under rolling tire loads
Source abstract
Abstract
Understanding the mechanisms for road surface degradation requires an examination of asphalt layer responses under realistic rolling tire loads. In this study, we proposed a novel tire-sensor-pavement coupling chain for integrating the realistic distribution of tire contact stress into the mechanical modelling of the asphalt layer. The tire contact stress distributions under different tire loading conditions including tire loads and tire inflation pressures are obtained by using a sensor measuring system. The temperature- and frequency-dependent material behaviour of asphalt mixes is described through the VENoL (NOnLinear Viscoelastic) model. The model reliability is validated by numerical/experimental confrontation via a series of complex modulus tests. A new algorithm is developed to achieve the coupling simulation of the tire–pavement interaction system. Finally, the dynamic responses of the asphalt mixture including external force, displacement fields and surface deflection were investigated depending on rolling tire loads. The proposed method provides a fundamental requirement for understanding the structural behaviour of asphalt pavement loaded by rolling tires, which can be used to get insights into asphalt pavement surface design.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Vehicle Dynamics and Control Systems
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
INSA de Strasbourg, CNRS, ICube, UMR, 7357, Université de Strasbourg, Strasbourg, France
CNRS, ICube, UMR, 7357, Université de Strasbourg, Strasbourg, France
MAST-LAMES, Université Gustave Eiffel, Bouguenais, France
Funding
French institution Agence Nationale de la Recherche · China Scholarship Council
References (38)
Show source-provided references
1. 10.1016/j.proeng.2017.05.06510.1016/j.proeng.2017.05.065 ↗
2. 10.3141/2087-0410.3141/2087-04 ↗
3. 10.1080/0042311100374808810.1080/00423111003748088 ↗
4. 10.1061/(ASCE)1532-3641(2002)2:3(271)10.1061/(ASCE)1532-3641(2002)2:3(271) ↗
5. 10.1016/0009-2509(68)87018-610.1016/0009-2509(68)87018-6 ↗
6. 10.1016/j.conbuildmat.2020.11851910.1016/j.conbuildmat.2020.118519 ↗
7. 10.1177/036119819615390011610.1177/0361198196153900116 ↗
8. 10.1080/14680629.2021.201434910.1080/14680629.2021.2014349 ↗
9. 10.1177/036119810519290010410.1177/0361198105192900104 ↗
10. 10.1504/IJHVS.1996.05455310.1504/IJHVS.1996.054553 ↗
11. 10.1016/j.measurement.2013.03.01210.1016/j.measurement.2013.03.012 ↗
12. 10.1007/978-3-319-42797-310.1007/978-3-319-42797-3 ↗
13. 10.2346/tire.12.40040310.2346/tire.12.400403 ↗
14. EN12697-26 (2012). Bituminous mixtures. Test methods for hot mix asphalt. Part 26: Stiffness. afnor edition 2012.
15. 10.1016/j.engstruct.2022.11392510.1016/j.engstruct.2022.113925 ↗
16. 10.3390/su12241060310.3390/su122410603 ↗
17. 10.1155/2019/517851610.1155/2019/5178516 ↗
18. Huang, Y. H. (1993). Pavement analysis and design. Prentice hall Englewood Cliffs.
19. 10.1080/10298436.2017.138080310.1080/10298436.2017.1380803 ↗
20. 10.1061/40838(191)8610.1061/40838(191)86 ↗
21. Korunović, N., Trajanović, M., & Stojković, M. (2007). Finite element model for steady-state rolling tire analysis. Journal of the Serbian Society for Computational Mechanics, 1(1), 63–79.
22. Manyo E. Leandry I. Picoux B. Reynaud P. Allou F. & Petit C. (2017). 3D modeling and measuring of tire–pavement contact pressure. In: Proceedings of 10th international conference on the bearing capacity of roads railways and airfields Athens Greece.10.1201/9781315100333-179 ↗
23. 10.3390/ma1409211710.3390/ma14092117 ↗
24. 10.1080/19648189.2019.162881210.1080/19648189.2019.1628812 ↗
25. 10.1016/j.conbuildmat.2021.12476510.1016/j.conbuildmat.2021.124765 ↗
26. 10.1177/036119810519190011710.1177/0361198105191900117 ↗
27. 10.2346/1.280412610.2346/1.2804126 ↗
28. 10.1080/19648189.2016.115089410.1080/19648189.2016.1150894 ↗
29. 10.7764/RDLC10.7764/RDLC ↗
30. 10.1061/(ASCE)0733-947X(2002)128:2(136)10.1061/(ASCE)0733-947X(2002)128:2(136) ↗
31. Theyse H. L. & Muthen M. (2000). Pavement analysis and design software (PADS) based on the south african mechanistic-empirical design method. 19th Annual South African Transport Conference 2000.
32. 10.1080/14680629.2011.969526410.1080/14680629.2011.9695264 ↗
33. 10.1080/10298436.2011.56576710.1080/10298436.2011.565767 ↗
34. 10.1061/(ASCE)TE.1943-5436.000056210.1061/(ASCE)TE.1943-5436.0000562 ↗
35. 10.1021/ja01619a00810.1021/ja01619a008 ↗
36. 10.1080/14680629.2015.109439910.1080/14680629.2015.1094399 ↗
37. Xiong Y. (2016). In-plane tire deformation measurement using a multi-laser sensor system [Doctoral thesis]. School of Engineering.
38. Yasuda K.1979). Investigation of the analogies between viscometric and linear viscoelastic properties of polystyrene fluids [Thesis (PhD)]. Massachusetts Institute of Technology.