Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1014465
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dc.contributor.authorMorais, J.pt_BR
dc.contributor.authorMorais, P.pt_BR
dc.contributor.authorSantos, C.pt_BR
dc.contributor.authorPaixão, A.pt_BR
dc.contributor.authorFortunato, E.pt_BR
dc.date.accessioned2022-02-01T10:23:56Zpt_BR
dc.date.accessioned2022-03-09T15:27:39Z-
dc.date.available2022-02-01T10:23:56Zpt_BR
dc.date.available2022-03-09T15:27:39Z-
dc.date.issued2022-01-01pt_BR
dc.identifier.citation10.1177/09544097211064101pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1014465-
dc.description.abstractNowadays, there are multiple initiatives showing a renewed interest on railway transport of goods and passengers around the world. Thus, an efficient management of railway infrastructures, both at the operational level and in terms of economic profitability, is not only desirable but also corresponds to an area of ongoing research. In order to contribute to these efforts, an alternative and novel methodology to evaluate railway track support conditions is presented here, based on modal analysis of the characteristic frequencies of the multi-element system composed by a railway infrastructure and an instrumented vehicle moving over it. This methodology belongs to the group of vibration-based structural damage identification methods, and is focused on observing the characteristic frequencies of this multi-element system, which can be correlated with changes in the physical properties of the railway infrastructure under analysis. An important feature of the proposed methodology is that it should enable the collection of information regarding the conditions of the substructure of a railway infrastructure. By performing this assessment of a railway infrastructure over its length, and over time by comparing different rides over the same railway stretch, important information can be gathered regarding the support conditions of the track. This paper presents a complete description on the current stage of development of the proposed methodology, along with the theoretical model that serves as the basis to interpret the collected data. Preliminary verification of this methodology is performed through the analysis of two case studies regarding the passage of an instrumented vehicle over two underpasses. The results obtained so far show that the proposed methodology can provide relevant information regarding the support conditions of railway tracks.pt_BR
dc.language.isoporpt_BR
dc.publisherInstitution of Mechanical Engineerspt_BR
dc.rightsrestrictedAccesspt_BR
dc.subjectTrack monitoringpt_BR
dc.subjectTrack support conditionspt_BR
dc.subjectModal analysispt_BR
dc.subjectVibration-based structural damage identification methodspt_BR
dc.subjectVehicle-based inspectionpt_BR
dc.subjectSignal processingpt_BR
dc.titleRailway track support condition assessment-Initial developments on a vehicle-based monitoring solution through modal analysispt_BR
dc.typeworkingPaperpt_BR
dc.description.sectorCD/CDpt_BR
dc.description.magazineProceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transitpt_BR
dc.contributor.peer-reviewedSIMpt_BR
dc.contributor.academicresearchersNAOpt_BR
dc.contributor.arquivoNAOpt_BR
Appears in Collections:DT/NIT - Comunicações a congressos e artigos de revista

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