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Modelling of the quasi-static and dynamic mechanisms on ballasted and ballastless tracks

Title
Modelling of the quasi-static and dynamic mechanisms on ballasted and ballastless tracks
Type
Article in International Conference Proceedings Book
Year
2023
Authors
Ramos, A
(Author)
Other
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Correia, AG
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Conference proceedings International
Pages: 210-217
2022 Conference Proceedings Transport Research Arena, TRA Lisbon 2022
Lisboa, 14 November 2022 through 17 November 2022
Indexing
Other information
Authenticus ID: P-00Z-VTD
Abstract (EN): The evaluation of the short and long-term performance of the railways' infrastructure can have vital importance on the track maintenance operations. This work presents a hybrid methodology capable of simulating the strebes induced in the subgrade and predicting the permanent deformations induced by the passage of the trains. The strebes are obtained using the 2.5D FEM-PML approach, while the permanent deformations and cumulative displacements are obtained through the implementation of an empirical permanent deformation model. This methodology allows obtaining the short and long-term results very expeditiously. This work also evaluates the importance of the dynamic effects on the strebes and permanent deformations and compares the performance of the conventional ballasted track, ballastless track (Rheda system) and an optimised ballastless track constituted only by a concrete slab. © 2023 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0)
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 7
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