Mostrar el registro sencillo del ítem

Ponencia

dc.contributor.editorŠittner, Petres
dc.contributor.editorPaidar, Václaves
dc.contributor.editorHeller, Luděkes
dc.contributor.editorSeiner, Hanušes
dc.creatorTorra Ferre, Vicençes
dc.creatorIsalgué Buxeda, Antonioes
dc.creatorCarreras, G.es
dc.creatorLovey, Francisco C.es
dc.creatorSoul, H.es
dc.creatorTerriault, Patrickes
dc.creatorZapico Blanco, Beatrizes
dc.date.accessioned2024-06-21T10:30:01Z
dc.date.available2024-06-21T10:30:01Z
dc.date.issued2009
dc.identifier.citationTorra Ferre, V., Isalgué Buxeda, A., Carreras, G., Lovey, F.C., Soul, H., Terriault, P. y Zapico Blanco, B. (2009). The SMA properties in civil engineering applications. The SMARTeR project: Use of SMA in damping of stayed cables for bridges. En ESOMAT 2009 - 8th European Symposium on Martensitic Transformations Prague, Czech Republic: EDP Sciences.
dc.identifier.isbn9782759804801es
dc.identifier.urihttps://hdl.handle.net/11441/160771
dc.description.abstractOne of the classical applications of the SMA is based on the used of the hysteresis cycle associated to the martensitic transformation (classically, described as a first order phase transition) for damping devices. For each application a detailed knowledge of the conditions to be accomplished by the material is absolutely necessary. For the stayed cables in bridges of the Iroise bridge, the oscillation frequencies are 1 and 3 Hz; and the peak to peak oscillation amplitude is close to 10 cm and, also, the SMA works in close contact with the external ambient temperature. In fact, the bridge is a 2*2 lanes free highway situated between Brest and Plougastel (France). The main requirement is related to several days of intense winds or rain associated to strong storms. The conditions imposed to the samples suggest appropriate behavior for, at least, 500000 cycles of working. The experimental analysis, centered in NiTi, is focused in 1) the fatigue life of the samples, 2) the evaluation of the Clausius-Clapeyron coefficient, 3) assuring that the degradation of the material properties remains below a safety limit in the expected time scale of application, 4) modeling the cable behavior to show the positive damping capacity of SMA and 5) studying the applications in semi-realistic scale in the ELSA-JRC (a civil engineering facility in Ispra, Italy) demonstrating the positive effect of the SMA.es
dc.formatapplication/pdfes
dc.format.extent6 p.es
dc.language.isoenges
dc.publisherEDP Scienceses
dc.relation.ispartofESOMAT 2009 - 8th European Symposium on Martensitic Transformations (2009).
dc.rightsAtribución-NoComercial 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc/4.0/*
dc.subjectSMA propertieses
dc.subjectCivil engineeringes
dc.titleThe SMA properties in civil engineering applications. The SMARTeR project: Use of SMA in damping of stayed cables for bridgeses
dc.typeinfo:eu-repo/semantics/conferenceObjectes
dc.type.versioninfo:eu-repo/semantics/publishedVersiones
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses
dc.contributor.affiliationUniversidad de Sevilla. Departamento de Estructuras de Edificación e Ingeniería del Terrenoes
dc.relation.publisherversionhttps://www.esomat.org/articles/esomat/pdf/2009/01/esomat2009_07016.pdfes
dc.identifier.doi10.1051/esomat/200907016es
dc.contributor.groupUniversidad de Sevilla. TEP107: Estructuras y Geotecniaes
dc.eventtitleESOMAT 2009 - 8th European Symposium on Martensitic Transformationses
dc.eventinstitutionPrague, Czech Republices

FicherosTamañoFormatoVerDescripción
The SMA properties in civil ...848.4KbIcon   [PDF] Ver/Abrir  

Este registro aparece en las siguientes colecciones

Mostrar el registro sencillo del ítem

Atribución-NoComercial 4.0 Internacional
Excepto si se señala otra cosa, la licencia del ítem se describe como: Atribución-NoComercial 4.0 Internacional