Please use this identifier to cite or link to this item: https://hdl.handle.net/10316/112352
DC FieldValueLanguage
dc.contributor.authorZacchei, Enrico-
dc.contributor.authorSimões, Nuno-
dc.contributor.authorVieira, Antonio-
dc.contributor.authorEsteves, Miguel-
dc.contributor.authorSilva, Helder-
dc.date.accessioned2024-01-30T09:46:17Z-
dc.date.available2024-01-30T09:46:17Z-
dc.date.issued2023-
dc.identifier.issn22145095pt
dc.identifier.urihttps://hdl.handle.net/10316/112352-
dc.description.abstractby perimeter spacers. This composition pretends to guarantee higher energy efficiency and airborne sound insulation in buildings. The structural performances achieved by these IGs is not normally considered in detail. In fact, in codes there is no specific mechanical model for structural IGs under different loadings and boundary conditions, namely to estimate the vertical deflections when applied horizontally. For this, here a specific model, by combining some existing approaches, was proposed for two or four side supported IG under distributed/linear loadings. The main goal is to quantify if an IG follows a monolith or layered behaviour. Several analytical and numerical analyses using a finite element method (FEM) have been carried out. Then, the results have been validated against experimental laboratory measurements. Two specific IGs with different sizes have been used as case studies. Results show that FEM analyses of IGs are in close agreement with experimental measurements, whereas analytical code models are not as accurate as the numerical approach, in particular for two side supported IGs under linear loadings. Also, the effects of the gas and the interactions between superior and bottom glasses for a large IG are more relevant than for a small IG.pt
dc.language.isoengpt
dc.publisherElsevierpt
dc.relationCENTRO-01–0247-FEDER-033896 (S&V SunRoof), funded by Portugal 2020 through COMPETE 2020pt
dc.relationResearch Project “R2UTechnologies – Modular Systems” No. C644876810–00000019, investment project No. 48, from the Incentive System to Mobilising Agendas for Business Innovation, funded by the Recovery and Resilience Plan and by European Funds NextGeneration EUpt
dc.rightsopenAccesspt
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/pt
dc.subjectInsulating glasspt
dc.subjectWind actionspt
dc.subjectLinear loadingspt
dc.subjectExperimental testspt
dc.subjectNumerical analysespt
dc.subjectAnalytical analysespt
dc.titleModelling of layers interactions on the structural behaviour of insulating glasses. Vertical deflection analysespt
dc.typearticle-
degois.publication.firstPagee02129pt
degois.publication.titleCase Studies in Construction Materialspt
dc.peerreviewedyespt
dc.identifier.doi10.1016/j.cscm.2023.e02129pt
degois.publication.volume18pt
dc.date.embargo2023-01-01*
uc.date.periodoEmbargo0pt
item.grantfulltextopen-
item.cerifentitytypePublications-
item.languageiso639-1en-
item.openairetypearticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextCom Texto completo-
crisitem.author.researchunitCentre for Research in Construction Science-
crisitem.author.orcid0000-0003-2537-0860-
crisitem.author.orcid0000-0003-3418-0030-
Appears in Collections:FCTUC Eng.Civil - Artigos em Revistas Internacionais
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