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An unsteady vehicle-road coupling dynamic response of a multi-layer plate on a viscoelastic half-space foundation

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
To study the dynamic response of roads under non-stationary random excitation, a dynamic differential equation is constructed firstly based on a two-axle half car model, and white noise to simulate road roughness is then filtered. Finally, non-stationary responses of different vehicle acceleration conditions are obtained. An infinite multi-layer plate on a viscoelastic half-space foundation as a model of the road structure and an analytical solution for the road dynamic response are obtained. Based on a numerical example, the dynamic response of a four-layer road model under vehicle loads is discussed. The study fills the gap in the theory of multi-wheel vehicle models.
Rocznik
Strony
521--531
Opis fizyczny
Bibliogr. 24 poz., rys., tab.
Twórcy
autor
  • Shijiazhuang Tiedao University, School of Transportation, Shijiazhuang, China
autor
  • Shijiazhuang Tiedao University, State Key Laboratory of Mechanical Behavior in Traffic Engineering Structure and System Safety, Shijiazhuang, China
  • Shijiazhuang Tiedao University, School of Civil Engineering, Shijiazhuang, China
  • Shijiazhuang Tiedao University, School of Transportation, Shijiazhuang, China
  • Shijiazhuang Tiedao University, School of Civil Engineering, Shijiazhuang, China
autor
  • Shijiazhuang Tiedao University, School of Transportation, Shijiazhuang, China
  • Shijiazhuang Tiedao University, School of Civil Engineering, Shijiazhuang, China
autor
  • Shijiazhuang Tiedao University, School of Transportation, Shijiazhuang, China
  • Shijiazhuang Tiedao University, School of Civil Engineering, Shijiazhuang, China
Bibliografia
  • 1. Awal M.A., Ouelha S., Dong S., Boashash B., 2017, A robust high-resolution time-frequency representation based on the local optimization of the short-time fractional Fourier transform, Digital Signal Processing, 70, 125-144.
  • 2. Cai Y.Q., Cao Z.G., Sun H.L., Xu C., 2009, Dynamic response of pavements on poroelastic half-space soil medium to a moving traffic load, Computers and Geotechnics, 36, 52-60.
  • 3. Cao Z.G., Boström A., 2013, Dynamic response of a poroelastic half-space to accelerating or decelerating trains, Journal of Sound and Vibration, 332, 2777-2794.
  • 4. Dieterman H.A., Metrikine A., 1997, Critical velocities of a harmonic load moving uniformly along an elastic layer, Journal of Applied Mechanics – ASME, 64, 596-600.
  • 5. Hamidi M., Zaki S., Aboussaleh M., 2021, Modeling and numerical simulation of the dynamic behavior of magneto-electro-elastic multilayer plates based on a Winkler-Pasternak elastic foundation, Journal of Intelligent Material Systems and Structures, 32, 832-846.
  • 6. Hung H.H., Yang Y.B., 2001, Elasitc waves in visco-elastic half-space generated by various vehicle loads, Solid Dynamics and Earthquake Engineering, 21, 1-17.
  • 7. ISO 8606:1990 – Plastics – Prepregs – Bulk moulding compound (BMC) and dough moulding compound (DMC) – Basis for a specification.
  • 8. Kim C.W., Kawatani M., Kim K.B., 2005, Three-dimensional dynamic analysis for bridge-vehicle interaction with roadway roughness, Computers and Structures, 83, 1627-1645.
  • 9. Kim S.M., 2004, Influence of horizontal resistance at plate bottom on vibration of plates on elastic foundation under moving loads, Engineering Structures, 26, 519-529.
  • 10. Kim S.M., Roesset J.M., 1998, Moving loads on a plate on elastic foundation, Journal of Engineering Mechanics, 124, 1010-1017.
  • 11. Kreines M.G., Kreines E.M., 2020, Matrix models of texts: models of text collections, Mathematical Models and Computer Simulations, 12, 779-790.
  • 12. Li H.Y., 2011, Research on Pavement Structure Dynamics under the Interaction between Vehicle and Pavement (in Chinese), Beijing Jiaotong University.
  • 13. Li H.Y., Qi Y.Q., Liu J., 2013, Dynamic responses of a two-layer plate on viscoelastic half-space foundation under moving loads (in Chinese), Geotechnical Mechanics, 34, 28-34.
  • 14. Li H.Y., Yang S.P., Liu J., Si C.D., 2015, Dynamic response in multilayered viscoelastic medium generated by moving distributed loads (in Chinese), Engineering Mechanics, 32, 120-127.
  • 15. Li S.C., Wang S.Y., Zhao J.Y., 2006, Mechanical vibration road surface spectrum measurement data report: GB/T7031-2005 (in Chinese), Beijing: China Standards Press.
  • 16. Lu Y.J., Zhang J.N., Li H.Y., Ma Z.Z., 2021, Study on coupling dynamics of tire-road system based on non-uniform contact (in Chinese), Journal of Mechanical Engineering, 57, 87-98.
  • 17. Mirsaidov M., Mamasoliev Q., 2020, Contact problems of multilayer slabs interaction on an elastic foundation, IOP Conference Series: Earth and Environmental Science, 614, 1-14.
  • 18. Rahman M.S., Kibria K.M.G., 2014, Investigation of vibration and ride characteristics of a five degrees of freedom vehicle suspension system, Procedia Engineering, 90, 96-102.
  • 19. Si L.T., 2017, Random Vibration Analysis of Linear Continuous System under Moving Random Load (in Chinese), Dalian University of Technology.
  • 20. Sun L., 2007, Steady-state dynamic response of a Kirchhoffs slab on viscoelastic Kelvin’s foundation to moving harmonic loads (in Chinese), Journal of Applied Mechanics, 74, 1212-1224.
  • 21. Xue D.Y., 2019, MTALAB Calculus (in Chinese), Beijing: Tsinghua University Press.
  • 22. Yan Z.Y., Zhao X.L., Zhao G.F., Zhao Y., Zhao G.Y., 2020, Dynamic response of asphalt pavement under multi-wheel dynamic load (in Chinese), Journal of China Highway, 33, 119-132.
  • 23. Yang S.P., Li S.H., Lu Y.J., 2010, Investigation on dynamical interaction between a heavy vehicle and road pavement, Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility, 48, 923-944.
  • 24. Zhang B.Y., Dai T., Tan C.A., Li J., Zhang Y., Li S.H., 2022, Research on the non-stationary virtual excitation method of suspension system vibration characteristics (in Chinese), Vibration. Test and Diagnosis, 42, 227-234.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4abb1066-d378-43ea-ad99-7d2b6f20c128
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