Influence of Load-bearing Structure on Size of Bonded Facade Cladding

dc.contributor.authorLiška, Pavelcs
dc.contributor.authorNečasová, Barboracs
dc.contributor.authorŠlanhof, Jiřícs
dc.date.issued2018-06-25cs
dc.description.abstractAbstract. Architecture has been an integral part of our lives ever since people first existed. Structures are required by both investors and society to have what is considered a highly modern appearance while maintaining elements of a long service life. To meet such requirements, it is necessary to use modern technologies and materials. Bonded joints represent one of the options. Unlike with mechanical joints, it is possible to use bonded joints to anchor large format cladding panels to bearing substructures of various shapes and sizes. The design is simple, but very technically demanding to implement. One of the factors which have an impact on both the design and its implementation is the bearing substructure itself. As part of a research project, a load bearing substructure made from wood and aluminium alloy was tested. The test results prove that the mechanical properties of the materials used, especially their thermal and moisture expansion, directly influence the size of the cladding. In the case of a bearing substructure made from wood, the cladding may be larger by several percentage points than in the case of a bearing substructure made from aluminium alloy.en
dc.description.abstractAbstract. Architecture has been an integral part of our lives ever since people first existed. Structures are required by both investors and society to have what is considered a highly modern appearance while maintaining elements of a long service life. To meet such requirements, it is necessary to use modern technologies and materials. Bonded joints represent one of the options. Unlike with mechanical joints, it is possible to use bonded joints to anchor large format cladding panels to bearing substructures of various shapes and sizes. The design is simple, but very technically demanding to implement. One of the factors which have an impact on both the design and its implementation is the bearing substructure itself. As part of a research project, a load bearing substructure made from wood and aluminium alloy was tested. The test results prove that the mechanical properties of the materials used, especially their thermal and moisture expansion, directly influence the size of the cladding. In the case of a bearing substructure made from wood, the cladding may be larger by several percentage points than in the case of a bearing substructure made from aluminium alloy.en
dc.formattextcs
dc.format.extent1-8cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationMATEC web of conferences. 2018, p. 1-8.en
dc.identifier.doi10.1051/matecconf/201816308003cs
dc.identifier.isbn978-2-7598-9052-1cs
dc.identifier.issn2274-7214cs
dc.identifier.orcid0000-0002-7507-8318cs
dc.identifier.orcid0000-0001-9926-9437cs
dc.identifier.orcid0000-0001-7137-5705cs
dc.identifier.other148622cs
dc.identifier.researcheridG-6514-2018cs
dc.identifier.researcheridD-9771-2018cs
dc.identifier.scopus57179818900cs
dc.identifier.scopus56491073900cs
dc.identifier.urihttp://hdl.handle.net/11012/83852
dc.language.isoencs
dc.publisherEDP Sciencescs
dc.relation.ispartofMATEC web of conferencescs
dc.relation.urihttps://www.matec-conferences.org/articles/matecconf/abs/2018/22/matecconf_matbud2018_08003/matecconf_matbud2018_08003.htmlcs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2274-7214/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectLoad-bearing Structureen
dc.subjectBonded Facade Claddingen
dc.subjectWooden
dc.subjectAluminiumen
dc.subjectLoad-bearing Structure
dc.subjectBonded Facade Cladding
dc.subjectWood
dc.subjectAluminium
dc.titleInfluence of Load-bearing Structure on Size of Bonded Facade Claddingen
dc.title.alternativeInfluence of Load-bearing Structure on Size of Bonded Facade Claddingen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-148622en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:46:14en
sync.item.modts2025.10.14 09:38:36en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav technologie, mechanizace a řízení stavebcs

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