Mostrar el registro sencillo del ítem

dc.contributor.authorTorra, Vicenc
dc.contributor.authorAuguet Sangrá, Carlota
dc.contributor.authorIsalgue, Antonio
dc.contributor.authorCarreras, G.
dc.contributor.authorTerriault, P.
dc.contributor.authorLovey, F. C.
dc.date.accessioned2026-07-01T08:00:55Z
dc.date.available2026-07-01T08:00:55Z
dc.date.issued2013
dc.identifier.citationTorra, V., Auguet Sangrá, C., Isalgue, A., Carreras, G., Terriault, P., y Lovey, F. C. (2013). Built in dampers for stayed cables in bridges via SMA. The SMARTeR-ESF project: A mesoscopic and macroscopic experimental analysis with numerical simulations. Engineering Structures, 49, 43-57. https://doi.org/10.1016/j.engstruct.2012.11.011es
dc.identifier.issn0141-0296
dc.identifier.urihttp://hdl.handle.net/20.500.12251/5431
dc.description.abstractShape Memory Alloys (SMAs) are good candidates for solid-state dampers appropriate for the oscillations of bridge stay cables because of their large recoverable strain, hysteresis and reasonable fatigue-life. This work experimentally analyzes the relevant properties of NiTi SMA and conducts facility measurements, frequency analyzes and simulations of the effects of SMA on stay cables. Appropriate phenomenological SMA models were developed and included in a Finite Element (FE) simulation environment. A complete damping solution for bridge stay cables was developed from these experimental analyzes. This paper detail the required properties for a NiTi SMA and analyzes their performance. For instance, the fatigue-life and several of the thermo-mechanical effects influencing the application of NiTi SMAs are outlined. The damping effect of the SMA was studied in two facilities. The first series of measurements was performed using cable 1 of the ELSA facility (JRC-EU, Ispra, Italy). The second was completed in two campaigns at IFSTTAR (Bouguenais, near Nantes in France). The numeric analyzes and simulated results were completely coherent with these experiments: the SMA dampers also drastically reduce the maximum oscillation amplitude induced by the simulated action. The frequency evolution of the damped cable was studied using direct calculations on the signals, the windowed Fourier transform and Morlet wavelets. © 2012.es
dc.language.isoenges
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleBuilt in dampers for stayed cables in bridges via SMA. The SMARTeR-ESF project: A mesoscopic and macroscopic experimental analysis with numerical simulationses
dc.typearticle
dc.identifier.doi10.1016/j.engstruct.2012.11.011
dc.identifier.urlhttp://www.scopus.com/inward/record.url?eid=2-s2.0-84871664295&partnerID=40&md5=57e8fc4fc963ddf48a93c293abac2941
dc.journal.titleEngineering Structureses
dc.page.initial43es
dc.page.final57es
dc.rights.accessRightsopenAccesses
dc.subject.keywordPuenteses
dc.subject.keywordAleación con memoria de forma (SMA)es
dc.subject.unesco1203.26 Simulaciónes
dc.subject.unesco1203 Ciencia de Los Ordenadoreses
dc.subject.unesco1203.04 Inteligencia Artificiales
dc.subject.unesco1203.09 Diseño Con Ayuda del Ordenadores
dc.subject.unesco1209.03 Análisis de Datoses
dc.subject.unesco1209.09 Análisis Multivariantees
dc.subject.unesco3312 Tecnología de Materialeses
dc.subject.unesco3312.08 Propiedades de Los Materialeses
dc.subject.unesco3312.09 Resistencia de Materialeses
dc.subject.unesco3305 Tecnología de la Construcciónes
dc.subject.unesco3305.06 Ingeniería Civiles
dc.subject.unesco3305.32 Ingeniería de Estructurases
dc.subject.unesco6201 Arquitecturaes
dc.subject.unesco5506.01 Historia de la Arquitecturaes
dc.volume.number49


Ficheros en el ítem

FicherosTamañoFormatoVer

No hay ficheros asociados a este ítem.

Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem

Attribution-NonCommercial-NoDerivatives 4.0 Internacional
Excepto si se señala otra cosa, la licencia del ítem se describe como Attribution-NonCommercial-NoDerivatives 4.0 Internacional