Go to:
Logótipo
Comuta visibilidade da coluna esquerda
Você está em: Start > Publications > View > Numerical simulations to improve the use of under sleeper pads at transition zones to railway bridges
Publication

Publications

Numerical simulations to improve the use of under sleeper pads at transition zones to railway bridges

Title
Numerical simulations to improve the use of under sleeper pads at transition zones to railway bridges
Type
Article in International Scientific Journal
Year
2018
Authors
André Paixão
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
José Nuno Varandas
(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
Eduardo Fortunato
(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
Journal
Vol. 164
Pages: 169-182
ISSN: 0141-0296
Publisher: Elsevier
Other information
Authenticus ID: P-00N-Q9E
Abstract (EN): Transition zones to bridges and other structures are critical locations in railway tracks that frequently evidence poor long-term performance. Under sleeper pads (USPs) are reported to reduce ballast degradation and control the vertical stiffness of the track, which suggests that USPs can contribute to mitigating the frequent negative effects associated with transitions zones. Aiming at understanding in greater depth the influence of USPs on the dynamic behaviour of transition zones and at improving the design of such railway structures, the authors have developed an extensive experimental and numerical study. 3-D FEM models using state-of-the-art numerical approaches were successfully calibrated and validated using experimental measurements. Simulations supported previous findings, highlighting the potential benefit of USPs and pointing to the need to careful designing of the resilient properties of USPs and their arrangement along transition zones, so as to avoid introducing abrupt variations in track vertical stiffness.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 14
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same journal

Reduced scale models based on similitude theory: A review up to 2015 (2016)
Another Publication in an International Scientific Journal
Coutinho, CP; Baptista, AJ; J. Dias Rodrigues
Numerical modelling of the cyclic behaviour of RC elements built with plain reinforcing bars (2011)
Another Publication in an International Scientific Journal
Jose Melo; Catarina Fernandes; Humberto Varum; Hugo Rodrigues; Anibal Costa; António Arêde
Assessment of train running safety on bridges: A literature review (2021)
Another Publication in an International Scientific Journal
Pedro Aires Montenegro; H. Carvalho; D. Ribeiro; Rui Calçada; M. Tokunaga; M. Tanabe; W. M. Zhai
3D numerical simulation of the cracking behaviour of a RC one-way slab under the combined effect of thermal, shrinkage and external loads (2020)
Article in International Scientific Journal
Gomes, J; Carvalho, R; Carlos Sousa; Granja, J; Rui Faria; Schlicke, D; Azenha, M
3D FEM analysis of the effect of buried phononic crystal barriers on vibration mitigation (2019)
Article in International Scientific Journal
Pedro Alves Costa; Carlos Albino; Luis Godinho; Paulo Amado Mendes; Daniel Dias da Costa; Delfim Soares Júnior

See all (128)

Recommend this page Top
Copyright 1996-2024 © Faculdade de Direito da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z  I Guest Book
Page created on: 2024-09-27 at 14:25:24 | Acceptable Use Policy | Data Protection Policy | Complaint Portal