Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/80188
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dc.creatorFernando Marques
dc.creatorÁlvaro Cunha
dc.creatorElsa Caetano
dc.creatorCarlos Moutinho
dc.creatorFilipe Magalhães
dc.date.accessioned2022-09-07T10:13:57Z-
dc.date.available2022-09-07T10:13:57Z-
dc.date.issued2014
dc.identifier.issn0143-974X
dc.identifier.othersigarra:104974
dc.identifier.urihttps://hdl.handle.net/10216/80188-
dc.description.abstractThe fatigue behaviour of steel railway bridges is a complex phenomenon. On the one side, the Engineer must face the problem of dynamic amplification of the loads and their randomness, on the other side, the fatigue resistance is highly dependent on the load itself, since for different stress levels the material can sustain different number of cycles. This complexity makes the identification of the critical elements for structural safety a difficult task. In this context, and in the framework of the European research project FADLESS, the Laboratory of Vibrations and Monitoring (ViBest) of FEUP has conducted extensive research concerning the evaluation of dynamic effects and fatigue analysis of an old riveted railway bridge. Owing to the importance of this phenomenon, complementary numerical and experimental approaches have been used to assess fatigue effects. This article describes the main steps taken towards the goal of evaluating the dynamic behaviour and the fatigue life of this structure.
dc.language.isoeng
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-nc/4.0/
dc.subjectEngenharia estrutural, Engenharia civil
dc.subjectStructural engineering, Civil engineering
dc.titleAnalysis of dynamic and fatigue effects in a old metallic riveted bridge
dc.typeArtigo em Revista Científica Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.doi10.1016/j.jcsr.2014.04.010
dc.identifier.authenticusP-009-P3R
dc.subject.fosCiências da engenharia e tecnologias::Engenharia civil
dc.subject.fosEngineering and technology::Civil engineering
Appears in Collections:FEUP - Artigo em Revista Científica Internacional

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