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Lookup NU author(s): Vasileios AngelidakisORCiD,
Professor Stefano Utili,
Dr Vasilis SarhosisORCiD
This is the authors' accepted manuscript of a conference proceedings (inc. abstract) that has been published in its final definitive form by European Community on Computational Methods in Applied Sciences, 2019.
For re-use rights please refer to the publisher's terms and conditions.
Railroad constitutes a significant part of the linear transportation infrastructure worldwide, with the majority of regular train tracks lying on ballast layers. To date, ballast is the least understood element of a rail track and its contribution is considered by the engineering practice in a qualitative and conservative manner. In this study, new insights are sought concerning the load distribution within a ballast layer, through numerical analyses. The Discrete Element Method (DEM) is employed, in which every grain can be modelled separately, so that the kinematic conditions present inside a granular assembly are captured adequately through particle to particle interactions. In the simulations performed, a sleeper is placed on a ballast layer. Ballast is modelled using polyhedral particles, with shapes based on real grains, so that particle to particle interactions are approximated in a realistic manner. The model is constructed as a 3D slice of a standard ballasted cross section, bound by periodic boundaries to the longitudinal direction of the rail line, so that plain-strain conditions are achieved, while the full kinematic aspects of the three-dimensional response are not suppressed. The mechanical characterisation of the material is derived through calibration to available drained triaxial tests on ballast specimens. The DEM results are compared with the load distribution regime considered in the British Standards and the level of conservativeness of the latter is now assessed in a quantified manner.
Author(s): Angelidakis V, Utili S, Sarhosis V
Editor(s): Papadrakakis, M; Fragiadakis, M
Publication type: Conference Proceedings (inc. Abstract)
Publication status: Published
Conference Name: COMPDYN 2019: 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
Year of Conference: 2019
Print publication date: 24/06/2019
Acceptance date: 24/06/2019
Date deposited: 12/11/2021
Publisher: European Community on Computational Methods in Applied Sciences