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dc.contributor.authorDíaz García, Manuel Ángel
dc.contributor.authorCicero González, Sergio 
dc.contributor.authorRamos Gutiérrez, Óscar Ramón 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2020-02-05T13:30:43Z
dc.date.available2020-02-05T13:30:43Z
dc.date.issued2019
dc.identifier.issn2452-3216
dc.identifier.urihttp://hdl.handle.net/10902/18093
dc.description.abstractIn keeping with the requirements of the latest standards for calculating structures and bridges in Spain, EHE 2008 and EAE 2011, the inspection and maintenance plan developed for the "Constitución de 1812? bridge, over the Cádiz bay, includes a section dedicated to the inspection of cracks that can appear in the steel deck. The estimation of the critical sizes of such cracks was made by completing a structural integrity assessment of the bridge deck based on the BS7910 standard, obtaining a critical size of only 6 mm in certain structural details. These crack sizes cannot be detected by visual inspection, which is in practice the inspection method used in bridges. Thus, an alternative methodology for the structural integrity assessment of bridges is proposed, with the aim of applying it to the ?Constitución de 1812? bridge. The approach is based on the use of more refined (less conservative) calculation options according to the BS7910 standard, and on the consideration of structural redundancy criteria.es_ES
dc.description.sponsorshipThe authors of this work would like to express their gratitude to the University of Cantabria for the financial support of the project “Aplicación de Técnicas de Integridad Estructural y Fiabilidad de Materiales en la Determinacion del Ciclo de Vida de Puentes Metalicos y Mixtos” (03.DI09.649), a programme of industrial doctorates, on the results of which this paper is based.es_ES
dc.format.extent9 p.es_ES
dc.language.isoenges_ES
dc.publisherElsevier B.V.es_ES
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 Españaes_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/*
dc.sourceProcedia Structural Integrity 22 (2019) 313-321es_ES
dc.subject.otherIn-service inspection protocoles_ES
dc.subject.otherCrackes_ES
dc.subject.otherInspection threshold sizees_ES
dc.subject.otherStructural integrityes_ES
dc.subject.otherStructural redundancyes_ES
dc.titleMethodology for the Structural integrity assessment of the "Constitución de 1812" Bridge, over the Bay of Cádiz (Cádiz, Spain)es_ES
dc.typeinfo:eu-repo/semantics/conferenceObjectes_ES
dc.relation.publisherVersionhttps://doi.org/10.1016/j.prostr.2020.01.040es_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.1016/j.prostr.2020.01.040
dc.type.versionpublishedVersiones_ES


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Atribución-NoComercial-SinDerivadas 3.0 EspañaExcepto si se señala otra cosa, la licencia del ítem se describe como Atribución-NoComercial-SinDerivadas 3.0 España