Vehicle–track–tunnel dynamic interaction: a finite/infinite element modelling method

Lei Xu , Wanming Zhai

Railway Engineering Science ›› 2021, Vol. 29 ›› Issue (2) : 109 -126.

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Railway Engineering Science ›› 2021, Vol. 29 ›› Issue (2) : 109 -126. DOI: 10.1007/s40534-021-00238-x
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Vehicle–track–tunnel dynamic interaction: a finite/infinite element modelling method

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Abstract

The aim of this study is to develop coupled matrix formulations to characterize the dynamic interaction between the vehicle, track, and tunnel. The vehicle–track coupled system is established in light of vehicle–track coupled dynamics theory. The physical characteristics and mechanical behavior of tunnel segments and rings are modeled by the finite element method, while the soil layers of the vehicle–track–tunnel (VTT) system are modeled as an assemblage of 3-D mapping infinite elements by satisfying the boundary conditions at the infinite area. With novelty, the tunnel components, such as rings and segments, have been coupled to the vehicle–track systems using a matrix coupling method for finite elements. The responses of sub-systems included in the VTT interaction are obtained simultaneously to guarantee the solution accuracy. To relieve the computer storage and save the CPU time for the large-scale VTT dynamics system with high degrees of freedoms, a cyclic calculation method is introduced. Apart from model validations, the necessity of considering the tunnel substructures such as rings and segments is demonstrated. In addition, the maximum number of elements in the tunnel segment is confirmed by numerical simulations.

Keywords

Vehicle–track–tunnel interaction / Railway tunnel / Finite elements / Infinite elements / Dynamic modelling

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Lei Xu, Wanming Zhai. Vehicle–track–tunnel dynamic interaction: a finite/infinite element modelling method. Railway Engineering Science, 2021, 29(2): 109-126 DOI:10.1007/s40534-021-00238-x

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References

[1]

Liu X Zhang Y Bao Y. Full-scale experimental investigation on stagger effect of segmental tunnel linings. Tunn Undergr Space Technol, 2020 102 103423

[2]

Zhou H Zhao Y Shen Q Yang L Cai H. Risk assessment and management via multi-source information fusion for undersea tunnel construction. Autom Constr, 2020 111 103050

[3]

Hu C Guo J Wang Z. Lattice Boltzmann simulation for grout filling process during simultaneous backfill grouting of shield in tunnel construction. Eur J Environ Civ Eng, 2020

[4]

Wei K Wang P Yang F Xiao JH. Influence of frequency-dependent dynamic parameters of rail pads on environmental vibration induced by subways in a tunnel. Transp Res Rec, 2015 2476 1 8-14

[5]

Gharehdash S Barzegar M. Numerical modelling of the dynamic behavior of tunnel lining in shield tunneling. KSCE J Civ Eng, 2015 19 6 1626-1636

[6]

Sheng X Jones CJC Thompson DJ. Modelling ground vibrations from railways using wavenumber finite- and boundary- element methods. Proc R Soc, 2005 461 2043-2070

[7]

Zhou S Zhang X Di H He C. Metro train-track-tunnel-soil vertical dynamic interactions—semi-analytical approach. Veh Syst Dyn, 2018 56 12 1945-1968

[8]

Di H Zhou S He C Zhang X Luo Z. Three-dimensional multilayer cylindrical tunnel model for calculating train-induced dynamic stress in saturated soils. Comput Geotech, 2016 80 333-345

[9]

He C Zhou S Guo P Gong Q. Three-dimensional analytical model for the dynamic interaction of twin tunnels in a homogeneous half-space. Acta Mech, 2019 230 3 1159-1179

[10]

He C. A three-dimensional semi-analytical method for calculating vibrations from a moving load on a periodic jointed tunnel. Comput Geotech, 2019 114 103150

[11]

Biot M. Mechanics of deformation and acoustic propagation in porous media. J Appl Phys, 1962 33 4 1482-1498

[12]

Forrest JA Hunt HEM. A three-dimensional tunnel model for calculation of train-induced ground vibration. J Sound Vib, 2006 294 4–5 706-736

[13]

Hussein M Franois S Schevenels M Hunt H Talbot J Degrande G. The fictitious force method for efficient calculation of vibration from a tunnel embedded in a multi-layered half-space. J Sound Vib, 2014 333 6996-7018

[14]

Noori B Arcos R Clot A Romeu J. Control of ground-borne underground railway-induced vibration from double-deck tunnel infrastructures by means of dynamic vibration absorbers. J Sound Vib, 2019 461 114914

[15]

Lombaert G Degrande G Vanhauwere B Vandeborght B Franois S. The control of ground-borne vibrations from railway traffic by means of continuous floating slabs. J Sound Vib, 2006 297 946-961

[16]

Andersen L Nielsen SR. Reduction of ground vibration by means of barriers or soil improvement along a railway track. Soil Dyn Earthq Eng, 2005 25 701-716

[17]

Sheng X. A review on modelling ground vibrations generated by underground trains. Int J Rail Transp, 2019 7 4 241-261

[18]

Kouroussis G Gazetas G Anastaopoulos I Conti C Verlinden O. Discrete modelling of vertical track-soil coupling for vehicle–track dynamics. Soil Dyn Earthq Eng, 2011 31 1711-1723

[19]

Nielsen JCO Lombaert G François S. A hybrid model for prediction of ground-borne vibration due to discrete wheel/rail irregularities. J Sound Vib, 2015 345 9 103-120

[20]

Zhai W. Vehicle–track coupled dynamics: theory and application, 2020 Singapore Springer

[21]

Xu L Zhai W. A three-dimensional dynamic model for train-track interactions. Appl Math Model, 2019 76 443-465

[22]

Xu L Li Z Zhao Y Yu Z Wang K. Modelling of vehicle–track-related dynamics: a development of multi-finite-element coupling method and multi-time-step solution method. Veh Syst Dyn, 2020

[23]

Zienkiewicz OC Bando K Bettess P Emson C Chiam TC. Mapped infinite elements for exterior wave problems. Int J Numer Methods Eng, 1985 21 7 1229-1251

[24]

Xu L Chen Z Zhai W. An advanced vehicle-slab track interaction model considering rail random irregularities. J Vib Control, 2018 24 19 4592-4603

Funding

National Nature Science Foundation of China(52008404)

National Nature Science Foundation of China(11790283; 51735012)

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