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dc.contributor.authorSalice, Veronica Eek
dc.contributor.authorKråkenes, Bendik Selmer-Anderssen
dc.contributor.authorFauske, Bjørnar Hognestad
dc.identifier.citationSalice, V.E., Kråkenes, B.S. & Fauske, B.H. (2021) Fiberarmert betong i bærende konstruksjoner : Beregningsmodeller og eksperimentelle undersøkelser (Master's thesis). University of Agder, Grimstaden_US
dc.descriptionMaster's thesis in Civil and structural engineering (BYG508)en_US
dc.description.abstractThis report is a master’s thesis with the main topic of fiber reinforced concrete. This area ofresearch is relevant due to demands of a decrease in the emissions of greenhouse gases, demandsfor rational execution, a need for an improvement of HSE conditions and shortage of labor. Fiberreinforcement used as a substitute or supplement to regular mild steel in concrete has long been limited to just a few areas of application. Steel fiber is the type of fiber that has been most widely used in cast-on-site concrete structures like slab-on-ground or in sprayed concrete. In this master’sthesis the use of basalt and steel fiber in load-carrying concrete structures was investigated through literature, experimental tests and calculation methods from available guidelines for fiber reinforced concrete. The calculation methods were collected from NB38, COIN, DAfStb, EC2, Annex L to thenew EC2, NB15 and TR34.en_US
dc.publisherUniversity of Agderen_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.titleFiberarmert betong i bærende konstruksjoner : Beregningsmodeller og eksperimentelle undersøkelseren_US
dc.typeMaster thesisen_US
dc.rights.holder© 2021 Veronica Eek Salice, Bendik Selmer-Anderssen Kråkenes & Bjørnar Hognestad Fauskeen_US
dc.subject.nsiVDP::Teknologi: 500::Bygningsfag: 530::Bygg-, anleggs- og transportteknologi: 532en_US

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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
Except where otherwise noted, this item's license is described as Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal