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dc.contributor.authorSañudo Ortega, Roberto 
dc.contributor.authorJardi, Ignacio
dc.contributor.authorMartínez, José Conrado
dc.contributor.authorSánchez, Francisco Javier
dc.contributor.authorMiranda Manzanares, Marina 
dc.contributor.authorAlonso Oreña, Borja 
dc.contributor.authorDell´Olio, Luigi 
dc.contributor.authorMoura Berodia, José Luis 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2023-02-17T14:20:55Z
dc.date.available2023-02-17T14:20:55Z
dc.date.issued2022-01
dc.identifier.issn1424-8220
dc.identifier.otherRTI2018-096809-J-I00es_ES
dc.identifier.urihttps://hdl.handle.net/10902/27729
dc.description.abstractABSTRACT: This manuscript presents the first measurement program and data collection on the Dinatrans track transition solution after it was installed in a track section in the north of Spain (Galicia). The Dinatrans solution was created to address the limitations of several track transition solutions. This novel solution consists of two inner and outer rails from slab track to ballast track, pads with different stiffness over sleepers of variable lengths installed from ballast track to slab track, and a simple substructure formed by non-structural concrete poured over the natural ground. The main objective of this research was to assess the suitability and the initial performance of the Dinatrans track transition solution. The measured variables for these initial real-world tests were vertical accelerations on sleepers, shear stress on rails, vertical displacements on rails and vertical displacements on sleepers. All measurements of these variables were obtained in an in-situ program by installing vertical accelerometers and LVDTs on the track structure and extensometer gauges on the rails and sleepers. The methodology and the procedures followed are described. The Dinatrans initial solution was compared with the Standard solution used in Spain using these initial measurements. This field analysis provides an initial understanding of the performance of the new track transition. Further measurements will be required to check the track transition performance over the long term; however, no maintenance works have been necessary since construction (2016).es_ES
dc.description.sponsorshipThis publication is part of the R&D Project of Reference: RTI2018-096809-JI00, granted by MCIN/AEI/10.13039/501100011033/and FEDER “Una manera de hacer Europa”. In addition, the authors would like to extend these acknowledgements to the Spanish Ministry of Economy and Competitiveness for their financial support to DINATRANS project of reference: IPT-2012-0774-370000 (INNPACTO call for grants 2012).es_ES
dc.format.extent26 p.es_ES
dc.language.isoenges_ES
dc.publisherMDPIes_ES
dc.rights© 2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.es_ES
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.sourceSensors, 2022, 76(1)es_ES
dc.subject.otherTrack transitiones_ES
dc.subject.otherMonitoringes_ES
dc.subject.otherTransient analysises_ES
dc.subject.otherVertical displacementses_ES
dc.subject.otherShear stresses_ES
dc.subject.otherVertical accelerationses_ES
dc.titleMonitoring track transition zones in railwayses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.3390/s22010076
dc.type.versionpublishedVersiones_ES


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© 2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.Excepto si se señala otra cosa, la licencia del ítem se describe como © 2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.