In this paper, a rail joint model consisting of three Euler-Bernoulli beams connected via a Winkler foundation is proposed in order to point out the influence of the joint gap length upon the stiffness of the rail joint. Starting from the experimental results aiming the stiffness of the rail joint, the Winkler foundation stiffness of the model has been calculated. Using the proposed model, it is shown that the stiffness of the rail joint of the 49 rail can decreases up to 10 % when the joint gap length increases from 0 to 20 mm.
Rail Joint Model Based on the Euler-Bernoulli Beam Theory
2019
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
RTDF2011-67003 A Dynamic Wheel/Rail Interaction Model Based on an Euler-Bernoulli Beam Rail Model
British Library Conference Proceedings | 2012
|A New Bernoulli-Euler Beam Model Based on a Modified Couple Stress Theory
British Library Conference Proceedings | 2006
|A New Bernoulli-Euler Beam Model Based on a Modified Couple Stress Theory
British Library Conference Proceedings | 2006
|FLOW-INDUCED VIBRATION OF AN EULER-BERNOULLI BEAM
Online Contents | 2001
|Free vibrations of a complex Euler-Bernoulli beam
Online Contents | 1996
|