Mostrar el registro sencillo del ítem

Experimental study on fire resistance of glulam-lightweight concrete composite slabs with inclined crossing screws

dc.contributor.authorÁlvarez Rabanal, Felipe Pedro 
dc.contributor.authorLozano Martínez-Luengas, Alfonso Gerónimo 
dc.contributor.authorAlonso Martínez, Mar 
dc.contributor.authorCoz Díaz, Juan José del 
dc.contributor.authorMartínez Martínez, Juan Enrique 
dc.date.accessioned2023-12-11T09:00:28Z
dc.date.available2023-12-11T09:00:28Z
dc.date.issued2023-11
dc.identifier.isbn978-84-19214-79-9
dc.identifier.otherGR-1761-2023
dc.identifier.urihttps://hdl.handle.net/10651/70457
dc.descriptionInternational Conference on Mechanical Models in Structural Engineering (CMMoST) (7th. 2023. Málaga, Spain)
dc.description.abstractComposite slabs made of lightweight concrete and glulam (TLCC) are sustainable and structurally efficient construction elements, since they combine the compressive strength of concrete with the flexural resistance of glulam. However, there is a lack of information in standards and codes about its behavior in fire conditions. The study of its fire resistance represents an innovative contribution that will increase its use in the construction sector. An experimental study following UNE-EN 1363-1:2021 standard was carried out to determine the fire resistance of TLCCs, made with local and northern European woods, joined with inclined crossing screws. During the tests, all the slabs met the integri-ty and insulation criteria indicated in the standard, bearing capacity being the one that determined their completion. In all cases, test stopped when the deflection speed limit indicated in the standard was exceeded. Once the results were analyzed, it was determined that only TLCC made with Chest-nut offers R30 fire protection.spa
dc.description.sponsorshipLos autores agradecen a la Fundación para el Fomento en Asturias de la Investigación Científica Aplicada y la Tecnología (FICYT) y al Ministerio de Ciencia, Innovación y Universidades del gobierno de España las ayudas recibidas a través de los proyectos AYUD/2021/51328 y PGC2018-098459-B-I00, ambos financiados con fondos FEDER. También agradecen a las empresas Weber Saint-Gobain y Rothoblaas su asesoramiento técnico y la aportación de los materiales necesarios para poder realizar este estudio.spa
dc.format.extentp. 86-89spa
dc.language.isospaspa
dc.publisherEscuela de Ingenierías Industriales de Málagaspa
dc.relation.ispartof7th International Conference on Mechanical Models in Structural Engineering (CMMoST 2023) - Extended Abstractsspa
dc.rightsCC Reconocimiento – No Comercial – Sin Obra Derivada 4.0 Internacional
dc.rights© CMMoST
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subjectGlulam-concrete composite slabspa
dc.subjectLightweight concretespa
dc.subjectFire resistancespa
dc.subjectLocal woodspa
dc.subjectSustainable constructionspa
dc.titleExperimental study on fire resistance of glulam-lightweight concrete composite slabs with inclined crossing screwsspa
dc.typeconference outputspa
dc.relation.projectIDinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PGC2018-098459-B-I00/ES/ANALISIS HIGROTERMICO, ESTRUCTURAL Y DE RESISTENCIA A FUEGO DE NUEVOS FORJADOS MIXTOS INDUSTRIALIZADOS HLE-MADERA: ESTUDIO NUMERICO Y EXPERIMENTAL/ spa
dc.relation.projectIDSV-PA-21-AYUD/2021/51328spa
dc.rights.accessRightsopen access
dc.type.hasVersionVoRspa


Ficheros en el ítem

untranslated

Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem

CC Reconocimiento – No Comercial – Sin Obra Derivada 4.0 Internacional
Este ítem está sujeto a una licencia Creative Commons