Influence of train dynamic modelling strategy on the prediction of track-ground vibrations induced by railway traffic

Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit

Volumn 226, Issue 4, 2012, Pages 434-450

  Costa, Pedro Alves ^a   Calçada, Rui ^a   Cardoso, António Silva ^a  

^a UNIVERSITY OF PORTO   (Portugal)

Author keywords

2.5D FEM BEM; experimental assessment; Numerical modelling of track ground vibrations; train track ground coupling

Indexed keywords

EXPERIMENTAL ASSESSMENT; EXPERIMENTAL DATA; FEM-BEM; KEY FACTORS; RAILWAY TRAFFIC; TRAIN SIMULATION; TRAIN-TRACK INTERACTION;

COMPUTER SIMULATION; MECHANICAL PROPERTIES;

FORECASTING;

EID: 84865711341     PISSN: 09544097     EISSN: 20413017     Source Type: Journal    
DOI: 10.1177/0954409711433686     Document Type: Article

References (37)

1. Barron de Angoiti I. High speed rail: development around the world. In: R. Calçada, R. Delgado, A. Carvalho, G. Degrande (Eds.) Noise and vibration on high-speed railways, Porto, 2008, pp. 1-14.
2. Madshus C, Kaynia M. High-speed railway lines on soft ground: dynamic behaviour at critical train speed. J Sound Vib. 2000 ; 231 (3). 689-701
3. Sheng X, Jones C, Thompson D. A comparison of a theoretical model for quasi-statically and dynamically induced environmental vibration from trains with measurements. J Sound Vib. 2003 ; 267 (3). 621-635
4. Lombaert G, Degrande G, Vanhauwere B, et al. The control of ground-borne vibrations from railway traffic by means of continuous floating slabs. J Sound Vib. 2006 ; 297: 946-961
5. Katou M, Matsuoka T, Yoshioka O, et al. Numerical simulation study of ground vibrations using forces from wheels of a running high-speed train. J Sound Vib. 2008 ; 318: 830-849
6. Ju S, Lin H. Experimentally investigating finite element accuracy for ground vibrations induced by high-speed trains. Engng Struct. 2008 ; 30: 733-746 (Pubitemid 351201831)
7. Lombaert G, Degrande G. Ground-borne vibration due to static and dynamic axle loads of InterCity and high-speed trains. J Sound Vib. 2009 ; 319 (3-5). 1036-1066
8. Sheng X, Jones C, Thompson D. A theoretical study on the influence of the track on train-induced ground vibration. J Sound Vib. 2004 ; 272: 909-936
9. Galvín P, Romero A, Domínguez J. Vibrations induced by HST passage on ballast and non-ballast tracks. Soil Dyn Earthq Engng. 2010 ; 30 (9). 862-873
10. Kouroussis G, Verlinden O, Conti C. Ground propagation of vibrations from railway vehicles using a finite/infinite-element model of the soil. Proc IMechE, Part F: J Rail Rapid Transit. 2009 ; 223: 405-413
11. Zhai W, Song E. Three dimensional FEM of moving coordinates for the analysis of transient vibrations due to moving loads. Comput Geotech. 2010 ; 37: 164-174
12. Beskou N, Theodorakopoulos D. Dynamic effects of moving loads on road pavements: a review. Soil Dyn Earthq Engng. 2011 ; 31: 547-567
13. Chebli H, Othman R, Clouteau D, et al. 3D periodic BE-FE model for various transportation structures interacting with soil. Comput Geotech. 2007 ; 35: 22-32 (Pubitemid 350215247)
14. Lane H, Kettil P, Wiberg N. Moving finite elements and dynamic vehicle interaction. Eur J Mech A/Solids. 2008 ; 27: 515-531
15. Zhang S, Xiao X, Wen Z, Jin X. Effect of unsupported sleepers on wheel/rail normal load. Soil Dyn Earthq Engng. 2008 ; 28 (8). 662-673 (Pubitemid 351619293)
16. Zhai W, Cai Z. Dynamic interaction between a lumped mass vehicle and a discretely supported continuous rail track. Comput Struct. 1997 ; 63 (5). 987-997 (Pubitemid 127391805)
17. Galvín P, Romero A, Domínguez J. Fully three-dimensional analysis of high-speed train-track-soil-structure dynamic interaction. J Sound Vib. 2010 ; 329: 5147-5163
18. Gupta S, Berghe H, Lombaert G, Degrande G. Numerical modelling of vibrations from a Thalys high speed train in the Groene Hart tunnel. Soil Dyn Earthq Engng. 2010 ; 30 (3). 82-97
19. Calçada R, Delgado R, Cardoso A, et al. Traintrack- ground interaction on high speed lines. In: R. Calçada, R. Delgado, A. Carvalho, G. Degrande et al. (eds) Noise and vibration on high-speed railways. Porto: FEUP, 2008 pp. 241-263.
20. François S, Schevenels M, Galvín P, et al. A 2.5D coupled FE-BE methodology for the dynamic interaction between longitudinally invariant structures and a layered halfspace. Comput Methods Appl Mech Engng. 2010 ; 199 (23-24). 1536-1548
21. Galvín P, François S, Schevenels M, et al. A 2.5D coupled FE-BE model for the prediction of railway induced vibrations. Soil Dyn Earthq Engng. 2010 ; 30 (12). 1500-1512
22. Gavric L. Computation of propagative waves in free rail using a finite element technique. J Sound Vib. 1995 ; 185 (3). 531-543
23. Alves Costa P, Calçada R, Silva Cardoso A, Bodare A. Influence of soil non-linearity on the dynamic response of high-speed railway tracks. Soil Dyn Earthq Engng. 2010 ; 30 (4). 221-235
24. François S, Schevenels M, Degrande G, et al In: P. Sas, B. Bergen (eds) ISMA 2008 - International Conference on Noise and Vibration Engineering. 2008 :
25. Bode C, Hirschauer R, Savidis S. Soil-structure interaction in time domain using half-space Green's functions. Soil Dyn Earthq Engng. 2002 ; 22: 283-295 (Pubitemid 34703892)
26. Sheng X, Jones C and Petyt M. The Fourier transformed stationary and moving dynamic flexibility matrices of a layered ground. Report, Intitute of Sound and Vibration Research, Southampton, 1999.
27. Tadeu A, Kausel E. Green's functions for two-and-a-half-dimensional elastodynamic problems. J Engng Mech. 2000 ; 126 (10). 1093-1096
28. Tadeu A, Antonio J, Godinho L. Green's function for two-and-a-half dimensional elastodynamic problems in a half-space. Comput Mech. 2001 ; 27: 484-491 (Pubitemid 32968746)
29. Alves Costa P, Calçada R, Silva Cardoso A M Papadrakakis, M Fragiadakis, V. Plevris (eds) COMPDYN 2011-3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. 2011 :
30. Lopes P, Alves Costa P, Calçada R, Silva Cardoso A In: Correia, G. (eds). 12° Congresso Nacional de Geotecnia. 2010 :
31. Lombaert G, Degrande G, Kogut J, François S. The experimental validation of a numerical model for the prediction of railway induced vibrations. J Sound Vib. 2006 ; 297: 512-535
32. Esveld C Modern railway tracks. Delft: MRT Productions ; 2001 :
33. Thompson D Railway noise and vibration. mechanisms, modelling and means control.
34. Mayne P, Rix G. Correlations between shear wave velocity and cone tip resistance in natural clays. Soils Found. 1995 ; 35 (2). 107-110
35. Auersch L. Wave propagation in layered soils: theoretical solution in wavenumber domain and experimental results of hammer and railway traffic excitation. J Sound Vib. 1994 ; 173 (2). 233-264
36. Braun H, Hellenbroich T. Messergebnisse von strassenunebenheiten. VDI Berichte. 1991 ; 877: 47-80
37. Gordon C. Generic criteria for vibration-sensitive equipment. In: J. Merritt, S. Fisher (eds) Proceedings of International Society for Optical Engineering 1991. :