Abstract
AbstractThe deterioration of the sleeper support on the ballasted track begins with the accumulation of sleeper voids. The increased dynamic loading in the voided zone and the ballast contact conditions cause the accelerated growth of the settlements in the voided zones, which results in the appearance of local instabilities like ballast breakdown, white spots, subgrade defects, etc. The recent detection and quantification of the sleeper voids with track-side and onboard monitoring can help to avoid or delay the development of local instabilities. The present paper is devoted to the study of the dynamic behavior of railway track with sleeper voids in the ballast breakdown zone. The result of the experimental track-side measurements of rail acceleration and deflection is presented. The analysis shows the existence of the dynamic impact during wheel entry in the voided zone. However, the measured dynamic impact is subjected to the bias of the track-side measurement method. Both the mechanism of the impact and the measurement aspects are explained by using the one-beam model on viscoelastic foundation. The void features in the dynamic behavior are analyzed for the purpose of track-side and onboard monitoring. A practical method of the void parameter quantification is proposed.
Publisher
Springer Science and Business Media LLC
Subject
Electrical and Electronic Engineering,Computer Science Applications,Mechanical Engineering,Transportation,Computational Mechanics
Reference32 articles.
1. Lichtberger B (2005) Track compendium: formation, permanent way, maintenance, economics. Eurail Press, Hamburg
2. Fendrich L, Fengler W (2013) Field manual railway infrastructure. Springer, Berlin (in German)
3. Holtzendorff K (2003) Investigation of the settlement behaviour of railway ballast and the void forming on railway tracks, Dissertation, Technische Universität Berlin (in German)
4. Baessler M, Ruecker W (2003) Track settlement due to cyclic loading with low minimum pressure and vibrations. In: Popp K, Schiehlen W (eds) System dynamics and long-term behaviour of railway vehicles, track and subgrade. Lecture notes in applied mechanics, vol 6. Springer, Berlin, Heidelberg
5. Lundqvist A, Dahlberg T (2005) Load impact on railway track due to unsupported sleepers. Proc Inst Mech Eng, Part F: J Rail Rapid Transit 219(2):67–77
Cited by
32 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献