Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/72178

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dc.contributor.authorSousa, Christoph depor
dc.contributor.authorBarros, Joaquim A. O.por
dc.contributor.authorCorreia, João Ramôapor
dc.contributor.authorGonçalves, Delfinapor
dc.date.accessioned2021-04-20T15:44:17Z-
dc.date.available2021-04-20T15:44:17Z-
dc.date.issued2018-
dc.date.submitted2018-
dc.identifier.urihttps://hdl.handle.net/1822/72178-
dc.description.abstractThis research work deals with the development of a sustainable multifunctional composite sandwich panel for reinforced concrete (RC) frame buildings built in Portugal until the mid-1980s, which require structural and thermal-comfort rehabilitation. The sandwich panel, aimed specifically for interventions on building envelopes (refurbishment of building facades), is characterized by three main components: (i) thin outer concrete layers reinforced with recycled steel fibres (from post-consumed tyres), which fulfils the strength, ductility and durability requirements of the panel; (ii) a lightweight core layer made of polystyrene, which accomplishes thermal insulation requisites; and (iii) internal glass fibre reinforced polymer (GFRP) connectors that join the different layers of the panel, providing an adequate structural behaviour of the composite solution. The present paper focuses on the assessment of the relevant mechanical properties of the different components of the rehabilitation solution that is being developed, namely: (i) the Recycled Steel Fibre Reinforced Micro-Concrete (RSFRMC) developed specifically for this application; (ii) the GFRP connector; and (iii) the core material. After characterization of each individual component, additional tests are conducted on small specimens that are representative of the sandwich panel solution under development in order to assess the overall composite performance in shear and compression loading. The experimental work is described, and the most relevant results are presented and discussed.por
dc.description.sponsorshipThe first author wishes to acknowledge the financial support provided by the Portuguese Foundation for Science and Technology (FCT) and the Eco-Construction and Rehabilitation (EcoCoRe) Doctoral Program through the research grant PD/BD/52657/2014. The authors would like to thank the support from FCT project PTDC/ECM-EST/2635/2014, and the collaboration and support of the following companies: (i) Twincon, for supplying the RSF; (ii) BVT-Rausch and PreConTech, for supplying the GFRP connectors; (iii) Danosa/Eurofoam and Iberfibran, for supplying different types of commercially available polystyrene plates.por
dc.language.isoengpor
dc.publisherInternational Federation for Structural Concrete(FIB)por
dc.relationPD/BD/52657/2014por
dc.relationPTDC/ECM-EST/2635/2014por
dc.rightsopenAccesspor
dc.subjectBuilding facadespor
dc.subjectPolystyrenepor
dc.subjectPushout testspor
dc.subjectRecycled steel fibrespor
dc.subjectRehabilitation of RC-buildingspor
dc.subjectSandwich panelpor
dc.titleDevelopment of multifunctional sandwich panels for integrated rehabilitation of RC-buildings: characterization of the componentspor
dc.typeconferencePaperpor
dc.peerreviewedyespor
sdum.event.titleThe International Federation for Structural Concrete 5th International fib Congresspor
sdum.event.typecongresspor
oaire.citationConferencePlaceMelbourne, Australiapor
dc.subject.fosEngenharia e Tecnologia::Engenharia Civilpor
sdum.conferencePublicationThe International Federation for Structural Concrete 5th International fib Congresspor
oaire.versionAMpor
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