Influence of Track Stiffness on Track Behaviour under Vertical Load
Downloads
Downloads
European Railway Agency Interoperability Unit: Trans-European Conventional Rail System, Technical Specification of Interoperability - Subsystem Infrastructure, 2008
Esveld, C.: Modern Railway Track, Second Edition, MRT-Productions, Zaltbommel, The Netherlands, 2001
Kerr, A. D.: On the determination of the rail support modulus k, International Journal of Solids and Structures, 37, 2000, pp. 4335-4351
Lichtberger, B.: Track Compendium, Eurailpress Tetzlaff-Hestra, Hamburg, 2005
Selig, E. T., Waters, J. M.: Track Geotechnology and Substructure Management, Thomas Telford Ltd., 1994
Wu, T. H., Thompson, D. J.: The effects of track non-linearity on wheel/rail impact, Proc. Instn Mech. Engrs, Part F: Journal of Rail and Rapid Transit, Vol. 218, 2004, pp. 1-15
Sussmann, T. R., Ebersohn, W., Selig, E. T.: Fundamental Non-Linear Track Load-Deflection Behavior for Condition Evaluation, Transportation Research Record, Volume 1742, 2001, pp. 61-67
Moravčík, M.: Response of Railway Track on Nonlinear Discrete Supports, Vehicle System Dynamics, Supplement 24, 1995, pp. 280-293
Hosseingholian, M., Froumentin, M., Lavacher, D.: Continuous Method to Measure Track Stiffness A New Tool for Inspection of Rail Infrastructure, World Applied Sciences Journal 6 (5), 2009, pp.579-589
Rail Safety & Standards Board: Review of the Effects of Track Stiffness on Track Performance, United Kingdom, 2005
Berggren, E.: Dynamic Track Stiffness Measurement – A New tool for Condition Monitoring of Track Substructure, Licentiate Thesis, Royal Institute of Technology KTH, Stockholm, Sweden, 2005
Crawford, S., Murray, M., Powell, J.: Development of a Mechanistic Model for Determination of Track Modulus, 7th International Heavy Haul Conference, Brisbane, Australia, 2001
Puzavac, L.: Modelling of track geometry deterioration, MSc Thesis, University of Belgrade, Faculty of Civil Engineering, Belgrade, Republic of Serbia, 2009
Müller-Boruttau, F. H., Breitsamter, N.: Elastische Elemente verringern die Fahrwegbeanspruchung, Eisenbahntechnische Rundschau (ETR), 49 (Heft 11), 2000, pp. 587-596
Müller-Boruttau, F. H., Breitsamter, N.: Zur Dimensionierung Elastischer Elemente des Oberbaues, Ing.-Büro Dr.-Ing Müller-Borruttau Beratende Ingenieure BYIK, 2006
Fenander, A.: Frequency dependent stiffness and damping of railpads, Proc. Instn Mech. Engrs, Part F, Vol. 211, 1997, pp. 51-62
Getzner Werkstoffe: Zwischenplatten und Zwischenlagen aus Sylomer® und Sylodyn® für elastische Schinenbefestigungen, brochure
Öberg, J.: Track Deterioration of Ballasted Tracks - Marginal Cost Models for different Railway Vehicles, MSc Thesis, Royal Institute of Technology KTH, Stockholm, Sweden, 2006
Fröhling, R. D.: Deterioration of railway track due to dynamic vehicle loading and spatially varying track stiffness, Ph.D. Thesis, University of Pretoria, The Republic of South Africa, 1997
Fröhling, R. D.: Prediction of Spatially Varying Track Settlement, Conference on Railway Engineering CORE98, 7-9 September 1998, Proceedings, pp. 103-109
ORE D161: Dynamic vehicle/track interaction phenomena, from the point of view of track maintenance, Report No.1: General conditions for the study of the evolution of track geometry based on historical information, Utrecht, 1987
ORE D161: Dynamic vehicle/track interaction phenomena, from the point of view of track maintenance, Report No.3: Final report, Conclusions and recommendations, Utrecht, 1988
Puzavac, L.: Track Geometry Deterioration Models, 5th International Scientific Conference iNDiS 2009 - Planning, design, construction and building renewal, Novi Sad, Republic of Serbia, November 2009, Proceedings, pp. 353-360
Puzavac, L., Popović, Z.: Role of the Railway Superstructure Elastic Elements in Load Distribution, XII Scientific-Expert Conference on Railways with International Participation RAILCON ‘06, Niš, Republic of Serbia, October 2006, Proceedings, pp. 179-182
Lindquist, A., Dahlberg, T.: Dynamic train/track interaction including model for track settlement evolvement, Vehicle System dynamics, Supplement 41, 2004, pp. 667-676
Hunt, G. A.: EUROBALT optimises ballasted track, Railway Gazette International, December 2000, pp.813-816
Eisenmann, J., Rump, R.: Ein Schotteroberbau für hohe Geschwindigkeiten, Eisenbehntechnische Rundschau (ETR) 46 (Heft 3) 1997, pp. 99-108
López Pita, A., Teixeira, P.F., Robusté, F.: High speed and track deterioration: the role of vertical stiffness of the track, Proc. Instn Mech. Engrs, Part F: Journal of Rail and Rapid Transit, Vol. 218, 2004, pp. 31-40
López Pita, A.: The importance of vertical stiffness of the track on high–speed lines, Transportation Research Board 81st Annual Meeting, Washington DC, 13-17 January 2002
Dahlberg, T.: Railway Track Stiffness Variations – Consequences and Countermeasures, International Journal of Civil Engineering, Vol. 8, No.1, 2010, pp. 1-11
Andersen, L., Nielsen, S. R. K.: Vibrations of a track caused by variation of the foundation stiffness, Probabilistic Engineering Mechanics, 18, 2003, pp. 171–1845
Oscarsson, J.: Dynamic Track-Train-Ballast Interaction with Unevenly Distributed Track Properties, Vehicle System Dynamics, Supplement 37, No. 1, 2002, pp. 385–396
Oscarsson, J.: Dynamic Train-Track Interaction: Variability Attributable to Scatter in the Track Properties, Vehicle System Dynamics, Vol. 37, No. 1, 2002, pp. 59–79
Oscarsson, J.: Simulation of Train/Track Interaction with Stochastic Track Properties, Vehicle System Dynamics, Vol. 37, No. 6, 2002, pp. 449–469
Witt, S.: The Influence of Under Sleeper Pads on Railway Track Dynamics, Linköping University, Department of solid mechanics, 2008
Rump, R.: Warum Feste Fahrbahn, Edition ETR – Feste Fahrbahn, 1997, pp. 8-11
UIC Code 719: Earthworks and track bed construction for railway lines, 3rd edition, February 2008
