Evaluation of High-Speed Track Quality Using Dynamic Simulation of Vehicle-Track Interaction
- 1 Chair and Institute of Road, Railway and Airfield Construction, Technische Universitaet Muenchen, Munich, Germany
- 2 Chair and Institute of Road, Railway and Airfield Construction, Technische Universitaet Muenchen, Munich, Germany
Abstract
Track quality is a determinant factor for evaluating the overall performance of vehicle track interaction with respect to safety, ride quality and maintenance. Important parameters specifying the general quality of the track include track geometry (undamped) and track stiffness (damped), which can be evaluated by measurements taken along with track sections. A new co-simulation model based on Finite Element Method (FEM) and Multi Body Simulation (MBS) is built for the detailed description of track quality and its contribution to vehicle track interaction without simplifying the track structure as interconnected single elements. The simulation models and tools have been validated with the help of measured track geometry, track stiffness and dynamic wheel rail forces along the track sections of high speed lines. A comparative study between high speed lines using conventional ballasted track and ballastless track showed a significantly better quality in ballastless track sections. The dynamic forces which were determined by simulations and verified by measurements along the ballastless track section were comparatively less than the specified limits by German regulations for ballastless track design. Lower levels of dynamic forces can be utilized for optimization of track design and installation procedures with respect to lower initial costs.
- Knothe, K.L. and Grassie, S.L. (1993) Modelling of railway Track and Vehicle/Track Interaction at High Frequencies. Vehicle System Dynamics, 22, 209-262. http://dx.doi.org/10.1080/00423119308969027
- Wickens, A.H. (2003) Fundamentals of Rail Vehicle Dynamics: Guidance and Stability. Swets & Zeitlinger Publishers, The Netherlands. http://dx.doi.org/10.1201/9780203970997
- Zhai, W.M., Wang, K.Y. and Cai, C.B. (2009) Fundamentals of Vehicle-Track Coupled Dynamics. Vehicle System Dynamics, 47, 1349-1376. http://dx.doi.org/10.1080/00423110802621561
- Kassa, E. and Nielsen, J.C.O. (2008) Dynamic Interaction between Train and Railway Turnout: Full-Scale Field Test and Validation of Simulation Models. Vehicle System Dynamics, 46, 521-534. http://dx.doi.org/10.1080/00423110801993144
- Dietz, S., Hippmann, G. and Schupp, G. (2002) Interaction of Vehicles and Flexible Tracks by Co-Simulation of Multibody Vehicle Systems and Finite Element Track Models. Vehicle System Dynamics, 37, 372-384.
- DB Netz AG/DB Systemtechnik (2002) Anforderungskatalog zum Bau der Festen Fahrbahn—4. überarbeitete Auflage—Stand 01.08.2002.
- ANSYS, Inc. (1999) Theory Reference. ANSYS Release 5.6, 11th Edition.
- Intec GmbH (2008) Simpack Reference Guide. Simpack Release 8.9, Wessling, Germany.
- Kalker, J.J. (1982) A Fast Algorithm for the Simplified Theory of Rolling Contact. Vehicle System Dynamics, 11, 1-13. http://dx.doi.org/10.1080/00423118208968684
- Iwnicki, S. (1998) The Manchester Benchmarks for Rail Vehicle Simulation. Rail Technology Unit, Manchester Metropolitan University, Manchester, United Kingdom.
- Weidemann, C. (2003) Air-Springs in Simpack. SIMPACK News, Wessling, Germany.
- Vogel & Plötscher (2010) Production Catalogue. MessReg CLS., Breisach, Germany. http://www.vogelundploetscher.de
- SIMPACK AG (2011) Flexible Bodies Tutorial I. Simpack Documentation Release 9.7, Wessling, Germany, 82.
- Detusche Bundesbahn (1993) Oberbauberechnung. Munich, Germany. (In German)