Nonlinear train-bridge lateral interaction using a simplified wheel-rail contact method within a finite element framework

Journal of Computational and Nonlinear Dynamics

Volumn 7, Issue 4, 2012, Pages

  Antolín, Pablo ^b   Goicolea, Jose M ^b   Oliva, Javier ^b   Astiz, Miguel A ^a  

^a UNIVERSIDAD POLITÉCNICA DE MADRID   (Spain)

^b NONE

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGES; COMMERCIAL VEHICLES; DYNAMICS; VEHICLE WHEELS;

CONTACT METHODS; LATERAL DYNAMICS; LATERAL INTERACTIONS; MULTI-BODY; RAILWAY VEHICLES; RUNNING SAFETY; STRUCTURAL DEFORMATION; VEHICLE-BRIDGE SYSTEM; WHEEL-TO-RAIL CONTACT; WHEEL/RAIL CONTACT;

FINITE ELEMENT METHOD;

EID: 84863799828     PISSN: 15551415     EISSN: 15551423     Source Type: Journal    
DOI: 10.1115/1.4006736     Document Type: Article

References (30)

1. ERRI, 1996, "D181 RP 6: Lateral Forces on Railway Bridges," European Rail Research Institute, Utrecht, The Netherlands, Report No 6.
2. CEN, 2005, EN1990-A1: EUROCODE 0-Basis of Structural Design, Ammendment A1: Annex A2, Application for Bridges, European Union, Brussels.
3. UIC, 2006, Leaflet 776 R: Loads to be Considered in Railway Bridge Design, 5th ed., International Union of Railways, Paris.
4. Millanes, F., Pascual, J., and Ortega, M., 2007, "Arroyo de las Piedras' Viaduct: The First Composite Steelconcrete High Speed Railway Bridge in Spain," J. Struct. Eng., 17(4), pp. 292-297.
5. Guo, W., Xia, H., and Xu, Y., 2010, "Running Safety Analysis of a Train on the Tsing Ma Bridge Under Turbulent Winds," Earthquake Eng. Eng. Vibration, 9(3), pp. 307-318.
6. Zhang, N., Xia, H., and Guo, W., 2008, "Vehicle-bridge Interaction Analysis Under High-speed Trains," J. Sound Vib., 309(3-5), pp. 407-425. (Pubitemid 350052127)
7. Xia, H., Zhang, N., and Roeck, G. D., 2003, "Dynamic Analysis of High Speed Railway Bridge Under Articulated Trains," Comput. Struct., 81, pp. 2467-2478.
8. Song, M. K., Noh, H. C., and Choi, C. K., 2003, "New Three-dimensional Finite Element Analysis Model of High-speed Train-bridge," Eng. Struct., 25, pp. 1611-1626.
9. Yang, Y. B., Yau, J. D., and Wu, Y. S., 2004. Vehicle-Bridge Interaction Dynamics: With Applications To High-Speed Railways, 1st ed., World Scientific Publishing Company, Singapore.
10. Xu, Y. L., Zhang, N., and Xia, H., 2004, "Vibration of Coupled Train and Cablestayed Bridge Systems in Cross Winds," Eng. Struct., 26, pp. 1389-1406. (Pubitemid 39142778)
11. Zhang, N., Xia, H., Guo, W. W., and De Roeck, G., 2010, "A Vehicle Bridge Linear Interaction Model and its Validation," Earthquake Eng. Eng. Vibration, 10(02), pp. 335-361.
12. Tanabe, M., Wakui, H., Matsumoto, N., Okuda, H., Sogabe, M., and Komiya, S., 2003, "Computational Model of a Shinkansen Train Running on the Railway Structure and the Industrial Applications," J. Mater. Process. Technol., 140(1-3), pp. 705-710.
13. Tanabe, M., Wakui, H., Sogabe, M., Matsumoto, N., and Tanabe, Y., 2011, "An Efficient Numerical Model for Dynamic Interaction of High Speed Train and Railway Structure Including Post-derailment During an Earthquake," 8th International Conference on Structural Dynamics, EURODYN 2011, G. De Roeck, G. Degrande, G. Lombaert, and G. Müller, eds., K. U. Leuven, The Netherlands.
14. Nguyen, D. V., Kim, K. D., and Warnitchai, P., 2009, "Dynamic Analysis of Three-Dimensional Bridgehigh-speed Train Interactions Using a Wheelrail Contact Model," Eng. Struct., 31(12), pp. 3090-3106.
15. Dias, R., Goicolea, J. M., Gabaldón, F., Cuadrado, M., Nasarre, J., and Gonzá-lez, P., 2008, "A Study of the Lateral Dynamic Behaviour of High Speed Railway Viaducts and its Effect on Vehicle Ride Comfort and Stability," IABMAS08: Fourth International Conference on Bridge Maintenance, Safety and Management, H. M. Koh and D. Frangopol, eds., Taylor & Francis, London, pp. 724-735.
16. Dassault Systèmes Simulia Corp., 2010, Abaqus Unified FEA Software version 6.10, Dassault Systèmes, Providence, RI.
17. Simo, J. C., and Vu-Quoc, L., 1987, "The Role of Non-linear Theories in Transient Dynamic Analysis of Flexible Structures," J. Sound Vib., 119(3), pp. 487-508. (Pubitemid 18565140)
18. Hertz, H., 1882, "̈Uber die Berührung Fester Elasticher Körper and Ü ber die härtean," J. Für Reine und Agewandte Mathematik, 92, pp. 156-171.
19. Shabana, A. A., Zaazaa, K. E., Escalona, J. L., and Sany, J. R., 2004, "Development of Elastic Forcemodel for Wheel/rail Contact Problems," J. Sound Vib., 269(1-2), pp. 295-325.
20. Kalker, J. J., 1982, "A Fast Algorithm for the Simplified Theory of Rolling Contact," Veh. Syst. Dyn., 11(1), pp. 1-13. (Pubitemid 12555378)
21. Nikravesh, P. E., 1988, Computer-Aided Analysis of Mechanical Systems, Prentice Hall, Inc., Englewood Cliffs, NJ.
22. Shabana, A. A., Zaazaa, K. E., and Hiroyuki, S., 2008, Railroad Vehicle Dynamics. A Computational Approach, 1st ed., CRC Press, Boca Raton, FL.
23. Popp, K., and Schiehlen, W., 2010, Ground Vehicle Dynamics, 1st ed., Springer, Berlin.
24. Kalker, J. J., 1990, Three-Dimensional Elastic Bodies in Rolling Contact (Solid-Mechanics and Its Applications), 1st ed., Kluwer, Dordrecht.
25. Kalker, J. J., 1986, "The Principle of Virtual Work and its Dual for Contact Problems," Ing.-Arch., 56(6), pp. 453-467. (Pubitemid 17512688)
26. Antoĺn, P., Goicolea, J. M., and Astiz, M. A., 2012, Strategies for Modeling Train-Bridge Lateral Dynamic Interaction. Nova Science Publishers, Inc., Hauppauge, NY, Chap. 6 (to be published).
27. Hilber, H. M., Hughes, T. J. R., and Taylor, R. L., 1977, "Improved Numerical Dissipation for Time Integration Algorithms in Structural Dynamics," Earthquake Eng. Struct. Dyn., 5, pp. 283-292.
28. Giménez, J. G., and Lasala, F. J., 1998, Transportes, 2nd ed., Tecnun. Universidad de Navarra, San Sebastián, Spain.
29. Kalker, J. J., 1967, "On the Rolling Contact of Two Elastic Bodies in the Presence of Dry Friction," Ph.D. thesis, Delft University of Technology.
30. CEN, 2010, EN14067-6: Railway Applications-Aerodynamics-Part 6: Requirements and Test Procedures for Cross Wind Assessment, European Union, Brussels.