Rodyti trumpą aprašą

Fire resistance of CFRP-strengthened reinforced concrete beams under various load levels

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorTurkowski, Piotr
dc.contributor.authorŁukomski, Marek
dc.contributor.authorSulik, Paweł
dc.contributor.authorRoszkowski, Paweł
dc.date.accessioned2025-05-14T13:38:55Z
dc.date.available2025-05-14T13:38:55Z
dc.date.issued2017
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/157605
dc.description.abstractThe paper presents results of ten fire resistance tests performed on reinforced concrete beams, with and without carbon fibrereinforced polymers (CFRP) strengthening. Part of the beams have been fire protected with fire protective boards of large thicknesses. The tests were performed under various load levels, ranging from 100% to 163% of their design loadbearing capacity in fire situation prior to strengthening. Test results show that structural fire design of CFRP-strengthened elements leads to three possible calculation models of fire protection thickness needed, depending on the load level reduction.en_US
dc.format.extent8 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/157277en_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.source.urihttps://www.sciencedirect.com/science/article/pii/S1877705817306434en_US
dc.subjectfire resistanceen_US
dc.subjectreinforced concrete beamsen_US
dc.subjectCFRPen_US
dc.subjectfire protectionen_US
dc.titleFire resistance of CFRP-strengthened reinforced concrete beams under various load levelsen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.licenseCC BY NC NDen_US
dcterms.references14en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionBuilding Research Institute (ITB)en_US
dcterms.sourcetitleProcedia Engineeringen_US
dc.description.volumevol. 172en_US
dc.publisher.nameElsevieren_US
dc.publisher.countryUnited Kingdomen_US
dc.publisher.cityOxforden_US
dc.identifier.doihttps://doi.org/10.1016/j.proeng.2017.02.137en_US


Šio įrašo failai

Thumbnail
Pavadinimas:
mbmst.2016.154.pdf
Dydis:
446.4Kb
Formatas:
PDF
Peržiūrėti/Atidaryti
Thumbnail
Pavadinimas:
license_rdf
Dydis:
805baitas
Formatas:
application/rdf+xml
Peržiūrėti/Atidaryti

Šis įrašas yra šioje (-se) kolekcijoje (-ose)

Rodyti trumpą aprašą

Kūrybinių bendrijų licencija / Creative Commons licence
Išskyrus atvejus, kai nurodyta kitaip, šio įrašo licencija apibrėžiama taipKūrybinių bendrijų licencija / Creative Commons licence