Logo do repositório
 
Publicação

Critical temperature on curved superelevated railways

datacite.subject.fosEngenharia e Tecnologia
datacite.subject.fosEngenharia e Tecnologia::Engenharia Civil
datacite.subject.sdg09:Indústria, Inovação e Infraestruturas
dc.contributor.authorPiloto, Paulo A.G.
dc.contributor.authorMinhoto, Manuel
dc.contributor.authorSantos, Vítor
dc.contributor.authorSilveira,Raphael
dc.contributor.editorCMM
dc.date.accessioned2026-03-31T14:32:33Z
dc.date.available2026-03-31T14:32:33Z
dc.date.issued2025
dc.description.abstractRailways are essential for the efficient transport of people and cargo, but they face increasing risks due to temperature variations. This study analyses thermal instability in continuously welded rails located on curves with superelevation. The modelling, performed in ANSYS using the finite element method, evaluates factors such as rail profile, cant, fastener stiffness, ballast resistance, and geometric imperfections. The results show that loss of ballast resistance and increased imperfections reduce the critical buckling temperature. On the other hand, the use of cant can raise this temperature depending on the conditions. The research confirms that well-designed curves with superelevation reduce the risk of thermal buckling.eng
dc.identifier.citationPiloto, Paulo A.G.; Minhoto, Manuel; Santos, Vítor; Silveira, Raphael (2025). Critical temperature on curved superelevated railways. In XV Congresso de Construção Metálica e Mista e I Congresso de Engenharia de Fachadas, ISBN: 978-989-35292-3-2, Proceedings from the XV Conference on Steel and Composite Construction and I Congress on Façade Engineering, 20-21 November 2025, Porto, Super Bock Arena, Portugal, and Paulo A. G. Piloto, Manuel J. C. Minhoto, Vítor W. S. Santos, Raphael Silveira (2025), Critical temperature on curved superelevated railways. ce/papers. p.1-19. ISBN 978-989-35292-3-2. DOI: 10.1002/cepa.70287
dc.identifier.doi10.1002/cepa.70287
dc.identifier.isbn978-989-35292-3-2
dc.identifier.urihttp://hdl.handle.net/10198/36428
dc.language.isoeng
dc.peerreviewedyes
dc.publisherCMM
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.titleCritical temperature on curved superelevated railwayseng
dc.typeconference paper
dspace.entity.typePublication
oaire.citation.conferenceDate2025
oaire.citation.conferencePlacePorto, Portugal
oaire.citation.endPage19
oaire.citation.startPage1
oaire.citation.titleXV Conference on Steel and Composite Construction and I Congress on Façade Engineering, AND WILEY CE/PAPERS
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85
person.familyNamePiloto
person.familyNameMinhoto
person.givenNamePaulo A.G.
person.givenNameManuel
person.identifier.ciencia-id0519-449D-6F13
person.identifier.ciencia-id8111-B03D-46D2
person.identifier.orcid0000-0003-2834-0501
person.identifier.orcid0000-0002-0612-0316
person.identifier.ridB-4866-2008
person.identifier.scopus-author-id6506406159
relation.isAuthorOfPublicationbaaee084-ab97-4c95-b636-24ab6bab0e3e
relation.isAuthorOfPublication5a104ed9-9e65-41a2-88af-43309083c985
relation.isAuthorOfPublication.latestForDiscoverybaaee084-ab97-4c95-b636-24ab6bab0e3e

Ficheiros

Principais
A mostrar 1 - 1 de 1
A carregar...
Miniatura
Nome:
REF_341.pdf
Tamanho:
1.43 MB
Formato:
Adobe Portable Document Format
Licença
A mostrar 1 - 1 de 1
Miniatura indisponível
Nome:
license.txt
Tamanho:
1.75 KB
Formato:
Item-specific license agreed upon to submission
Descrição: