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dc.contributor.authorSainz-Aja Guerra, José Adolfo 
dc.contributor.authorPombo, J.
dc.contributor.authorTholken, D.
dc.contributor.authorCarrascal Vaquero, Isidro Alfonso 
dc.contributor.authorPolanco Madrazo, Juan Antonio 
dc.contributor.authorFerreño Blanco, Diego 
dc.contributor.authorCasado del Prado, José Antonio 
dc.contributor.authorDiego Cavia, Soraya 
dc.contributor.authorPérez Nuñez, Alejandro
dc.contributor.authorAbdala Filho, J. E.
dc.contributor.authorEsen, A.
dc.contributor.authorMarolt Cebasek, T.
dc.contributor.authorLaghrouche, O.
dc.contributor.authorWoodward, P.
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2026-01-14T08:10:07Z
dc.date.available2026-01-14T08:10:07Z
dc.date.issued2020-02
dc.identifier.issn0045-7949
dc.identifier.issn1879-2243
dc.identifier.urihttps://hdl.handle.net/10902/38758
dc.description.abstractResearch and development of technology for railways has found new impetus as society continues to search for cost effective and sustainable means of transport. This tasks engineers with using the state-of-the-art science and engineering for rolling stock development and advanced technologies for building high performance, reliable and cost-effective rail infrastructures. The main goal of this work is to develop detailed and validated three-dimensional slab track models using a finite element formulation, which include all components of the infrastructure. For this purpose, the parameters of the computational models are identified by performing full-scale tests of the fastening system and of the slab track, including all its material layers. The computational model proposed here is calibrated using this approach and a good agreement is obtained between experimental and numerical results. This work opens good perspectives to use this reliable track model to study the interaction with railway vehicles in realistic operation scenarios in order to assess the dynamic behaviour of the trains and to predict the long-term performance of the infrastructure and of its components.es_ES
dc.description.sponsorshipThe authors are grateful to the Engineering and Physical Sciences Research Council (EPSRC) for funding this work under Grant Number EP/NOO9215/1. Tarmac, Tensar and Max-Bögl are also acknowledged for their support with regards to the experimental tests. This work was supported by FCT, through IDMEC, under LAETA, project UID/EMS/50022/2019.es_ES
dc.format.extent22 p.es_ES
dc.language.isoenges_ES
dc.publisherPERGAMON-ELSEVIER SCIENCE LTDes_ES
dc.rights© 2020. This manuscript version is made available under the CC-BY-NC-ND 4.0 licensees_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceComputers & Structures, 2020, 228, 106180es_ES
dc.subject.otherVehicle-Track Interactiones_ES
dc.subject.otherTrack Modellinges_ES
dc.subject.otherSlab Trackes_ES
dc.subject.otherFastening Systemes_ES
dc.subject.otherFull-Scale Testses_ES
dc.titleDynamic calibration of slab track models for railway applications using full-scale testinges_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1016/j.compstruc.2019.106180es_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.1016/j.compstruc.2019.106180
dc.type.versionacceptedVersiones_ES


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© 2020. This manuscript version is made available under the CC-BY-NC-ND 4.0 licenseExcepto si se señala otra cosa, la licencia del ítem se describe como © 2020. This manuscript version is made available under the CC-BY-NC-ND 4.0 license