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New Transition Wedge Design Composed by Prefabricated Reinforced Concrete Slabs

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New Transition Wedge Design Composed by Prefabricated Reinforced Concrete Slabs

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dc.contributor.author Real Herráiz, Julia Irene es_ES
dc.contributor.author Zamorano-Martín, Clara es_ES
dc.contributor.author Real-Herraiz, Teresa Pilar es_ES
dc.contributor.author Morales-Ivorra, Silvia es_ES
dc.date.accessioned 2018-03-17T05:25:25Z
dc.date.available 2018-03-17T05:25:25Z
dc.date.issued 2016 es_ES
dc.identifier.issn 1679-7825 es_ES
dc.identifier.uri http://hdl.handle.net/10251/99475
dc.description.abstract [EN] Important track degradation occurs in structure-embankment transitions, in which an abrupt change in track vertical stiffness arises, leading to a reduction in passengers comfort and safety. Although granular wedges are suggested by different railroad administrations as a solution to avoid these problems, they present some disadvantages which may affect track long-term performance. In this paper, a new solution designed with prefabricated reinforced concrete slabs is proposed. The aim of this solution is to guarantee a continuous and gradual track vertical stiffness transition in the vicinity of structures, overcoming granular wedges disadvantages. The aim of this study is to assess the performance of the novel wedge design by means of a 3-D FEM model and to compare it with the current solution. es_ES
dc.language Inglés es_ES
dc.publisher SciELO es_ES
dc.relation.ispartof Latin American Journal of Solids and Structures es_ES
dc.rights Reconocimiento (by) es_ES
dc.subject Transition wedges es_ES
dc.subject Granular wedges es_ES
dc.subject Track stiffness es_ES
dc.subject Railway infrastructure es_ES
dc.subject.classification MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS es_ES
dc.subject.classification INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES es_ES
dc.title New Transition Wedge Design Composed by Prefabricated Reinforced Concrete Slabs es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1590/1679-78252556 es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería e Infraestructura de los Transportes - Departament d'Enginyeria i Infraestructura dels Transports es_ES
dc.contributor.affiliation Universitat Politècnica de València. Instituto del Transporte y Territorio - Institut del Transport i Territori es_ES
dc.description.bibliographicCitation Real Herráiz, JI.; Zamorano-Martín, C.; Real-Herraiz, TP.; Morales-Ivorra, S. (2016). New Transition Wedge Design Composed by Prefabricated Reinforced Concrete Slabs. Latin American Journal of Solids and Structures. 13(8):1431-1449. doi:10.1590/1679-78252556 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://doi.org/10.1590/1679-78252556 es_ES
dc.description.upvformatpinicio 1431 es_ES
dc.description.upvformatpfin 1449 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 13 es_ES
dc.description.issue 8 es_ES
dc.relation.pasarela S\325408 es_ES
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