Derailment risk and dynamics of railway vehicles in curved tracks: Analysis of the effect of failed fasteners

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dc.contributor.affiliationDepartamento de Ingeniería e Infraestructura de los Transportes
dc.contributor.affiliationDepartamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil
dc.contributor.affiliationInstituto Universitario de Matemática Multidisciplinar
dc.contributor.affiliationEscuela Técnica Superior de Ingeniería de Caminos, Canales y Puertos
dc.contributor.affiliationGrupo de Gestión del Proceso Proyecto-Construcción
dc.contributor.authorMorales-Ivorra, Silviaes_ES
dc.contributor.authorReal Herráiz, Julia Irene
dc.contributor.authorHernández Gracia, Césares_ES
dc.contributor.authorMontalbán-Domingo, Laura
dc.date.accessioned2018-03-17T05:23:55Z
dc.date.available2018-03-17T05:23:55Z
dc.date.issued2016es_ES
dc.description.abstract[EN] The effect of the fastener s failure in a railway track on the dynamic forces produced in the wheel-rail contact is studied using the simulation software VAMPIRE to assess the derailment risk of two different vehicles in two curves with distinct characteristics. First, a 3D-FEM model of a real track is constructed, paying special attention to fasteners, and calibrated with displacement data obtained experimentally during a train passage. This numerical model is subsequently used to determine the track vertical and lateral stiffness. This study evidences that although the track can practically lose its lateral stiffness as a consequence of the failure of 7 consecutive fasteners, the vehicle stability would not be necessarily compromised in the flawed zone. Moreover, the results reveal that the uncompensated acceleration and the distance along which the fasteners are failed play an important role in the dynamic behavior of the vehicle-track system, influencing strongly the risk of derailmenten_EN
dc.description.accrualMethodSes_ES
dc.description.bibliographicCitationMorales-Ivorra, S.; Real Herráiz, JI.; Hernández Gracia, C.; Montalbán-Domingo, L. (2016). Derailment risk and dynamics of railway vehicles in curved tracks: Analysis of the effect of failed fasteners. Journal of Modern Transportation. 24(1):38-47. doi:10.1007/s40534-015-0093-zes_ES
dc.description.issue1es_ES
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dc.description.upvformatpfin47es_ES
dc.description.upvformatpinicio38es_ES
dc.description.volume24es_ES
dc.identifier.doi10.1007/s40534-015-0093-zes_ES
dc.identifier.issn2095-087Xes_ES
dc.identifier.urihttps://riunet.upv.es/handle/10251/99474
dc.languageIngléses_ES
dc.publisherSpringer-Verlages_ES
dc.relation.ispartofJournal of Modern Transportationes_ES
dc.relation.pasarelaS\306950es_ES
dc.relation.publisherversionhttp://doi.org/10.1007/s40534-015-0093-zes_ES
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dc.rightsReconocimiento (by)es_ES
dc.rights.accessRightsAbiertoes_ES
dc.subjectRailway dynamicses_ES
dc.subjectFastenerses_ES
dc.subjectDerailmentes_ES
dc.subjectCurved trackes_ES
dc.subject.classificationPROYECTOS DE INGENIERIAes_ES
dc.subject.classificationINGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTESes_ES
dc.titleDerailment risk and dynamics of railway vehicles in curved tracks: Analysis of the effect of failed fastenerses_ES
dc.typeArtículoes_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES
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