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Tytuł artykułu

A method for vehicle–track–soil interaction analysis considering soil deformation

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In this work, an engineering practical method is put forward to characterize the static and dynamic mapping relationship between soil deformation and its induced system performance. The main novelty lies in the achievement of mapping relationship analysis subject to arbitrary soil deformation-induced vehicle–track–soil (VTS) static geometric deformation and dynamic behavior. In this practical model, the increment and iteration methods are introduced and integrated into the static mapping analysis to solve the nonlinear interlayered contact and separation, and subsequently, to achieve dynamic mapping analysis under a VTS dynamics framework, besides, the Wavelet transform is applied to obtain the more distinct observation signal in the time domain. Apart from the discussion on the time domain, the analysis on the frequency domain is implemented in the numerical studies to further illustrate the influence of soil additional deformation from the dynamic mapping perspective. Moreover, the difference between the dynamic responses of the unit base plate and longitudinal connected base plate subject to different combination of wavelength and amplitude of soil deformation is analyzed.
Rocznik
Strony
art. no. e210, 2022
Opis fizyczny
Bibliogr. 43 poz., rys., wykr.
Twórcy
autor
  • School of Civil Engineering, Central South University, Changsha 410074, Hunan, People’s Republic of China
autor
  • School of Civil Engineering, Central South University, Changsha 410074, Hunan, People’s Republic of China
autor
  • School of Civil Engineering, Central South University, Changsha 410074, Hunan, People’s Republic of China
Bibliografia
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  • [25] Cai X, Zhang Q, Wang Q, et al. Effects of the subgrade differential arch on damage characteristics of CRTS III slab track and vehicle dynamic response. Constr Build Mater. 2022;327:126982. https://doi.org/10.1016/j.conbuildmat.2022.126982.
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  • [27] Xu L, Zhai W. A three-dimensional model for train-track-bridge dynamic interactions with hypothesis of wheel-rail rigid contact. Mech Syst Signal Pr. 2019;132:471–89. https://doi.org/10.1016/j.ymssp.2019.04.025.
  • [28] Song L, Liu H, Xu L, et al. Random simulation method of track irregularities and its application in vehicle-track dynamic analysis. Int J Rail Transp. 2022. https://doi.org/10.1080/23248378.2022.2069170.
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  • [39] China Academy of Railway Sciences. Specification for dynamic performance assessment and testing verification of rolling stock (GB/T 5599–2019).
  • [40] Luo J, Zhu S, Zhai W. An advanced train-slab track spatially coupled dynamics model: Theoretical methodologies and numerical applications. J Sound Vib. 2021. https:// doi. org/ 10. 1016/j. jsv. 2021.116059.
  • [41] Chen M, Sun Y, Zhai W. High efficient dynamic analysis of vehicle–track–subgrade vertical interaction based on Green function method. Vehicle Syst Dyn. 2019;58:1–25. https://doi.org/10.1080/00423114.2019.1607403.
  • [42] Cai X, Zhang Q, Wang Q, et al. Effects of the subgrade differential arch on damage characteristics of CRTS III slab track and vehicle dynamic response. Constr Build Mater. 2022. https://doi.org/10.1016/j.conbuildmat.2022.126982.
  • [43] Zhai W. Vehicle-track coupled dynamics. 4th ed. Beijing: Science Press; 2015.
Uwagi
PL
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-74513121-51e3-4c00-b23a-b07183b2ff9f
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