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Evaluation of actions on concrete sleepers as design loads - influence of fastenings
In Greece, during the 1980s, 60% of the twin-block concrete sleepers designed for lines of mixed traffic and a maximum speed of 200 km/h, which were laid on a track with a maximum operational speed of 140 km/h, presented serious cracks. The existing theories could not justify the appearance of these cracks since the theoretically calculated actions on sleepers were much lower than the limit values. In this paper, a model for the determination of the load acting on the track's superstructure is presented. The basic parameters of concrete sleeper design considering the most adverse conditions of a railway network are investigated, and a methodology for calculating the load undertaken by each sleeper is proposed. Finally, numerical applications on twin-block and/or monoblock sleepers are presented, including the use of fastenings of high resilience.
Evaluation of actions on concrete sleepers as design loads - influence of fastenings
In Greece, during the 1980s, 60% of the twin-block concrete sleepers designed for lines of mixed traffic and a maximum speed of 200 km/h, which were laid on a track with a maximum operational speed of 140 km/h, presented serious cracks. The existing theories could not justify the appearance of these cracks since the theoretically calculated actions on sleepers were much lower than the limit values. In this paper, a model for the determination of the load acting on the track's superstructure is presented. The basic parameters of concrete sleeper design considering the most adverse conditions of a railway network are investigated, and a methodology for calculating the load undertaken by each sleeper is proposed. Finally, numerical applications on twin-block and/or monoblock sleepers are presented, including the use of fastenings of high resilience.
Evaluation of actions on concrete sleepers as design loads - influence of fastenings
Giannakos, Konstantinos (Autor:in) / Loizos, Andreas (Autor:in)
International Journal of Pavement Engineering ; 11 ; 197-213
01.06.2010
17 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Evaluation of actions on concrete sleepers as design loads - influence of fastenings
Online Contents | 2010
|Loads on railway superstructure - influence of high-resilient fastenings on sleepers loading
British Library Conference Proceedings | 2007
|Fastenings between steel sleepers and flat-bottom rails
Engineering Index Backfile | 1949
Design of fastenings in concrete : design guide
UB Braunschweig | 1997
|Design of fastenings in concrete : design guide
TIBKAT | 1997