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dc.contributor.authorŠulc, Stanislav
dc.contributor.authorŠejna, Jakub
dc.contributor.authorŠmilauer, Vít
dc.contributor.authorWald, František
dc.date.accessioned2023-01-18T15:53:40Z
dc.date.available2023-01-18T15:53:40Z
dc.date.issued2022
dc.identifier.citationActa Polytechnica. 2022, vol. 34, no. , p. 116–121.
dc.identifier.issn1210-2709 (print)
dc.identifier.issn1805-2363 (online)
dc.identifier.urihttp://hdl.handle.net/10467/106370
dc.description.abstractSteel structural elements are sensitive to elevated temperatures, while timber elements have good thermal insulation properties. Timber material can fulfill the role of fire protection of steel members. The effect of the protection is demonstrated on an experiment with three beams with different levels of the protection, placed into a horizontal furnace. The experimental task was also numerically analysed with standard computational approach given by the Eurocode [1, 2], which leads to an interesting comparison, as the calculation is supposed to provide higher temperatures and larger deformations compared to the experimental data.en
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherČeské vysoké učení technické v Prazecs
dc.publisherCzech Technical University in Pragueen
dc.relation.ispartofseriesActa Polytechnica
dc.relation.urihttps://ojs.cvut.cz/ojs/index.php/APP/article/view/8122
dc.rightsCreative Commons Attribution 4.0 International Licenseen
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.titleSteel elements with timber fire protection - experiment and numerical analysis
dc.typearticleen
dc.date.updated2023-01-18T15:53:40Z
dc.identifier.doi10.14311/APP.2022.34.0116
dc.rights.accessopenAccess
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion


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Zobrazit minimální záznam

Creative Commons Attribution 4.0 International License
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