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dc.contributor.authorVikan, Hedda
dc.date.accessioned2016-12-04T12:20:16Z
dc.date.available2016-12-04T12:20:16Z
dc.date.issued2007
dc.identifier.isbn978-82-536-0994-2
dc.identifier.urihttp://hdl.handle.net/11250/2424151
dc.description.abstractParameters influencing the workability of fibre concrete and maximum fibre content are given in this state of the art report along with the range of fibre types available on today’s market. The study reveales that new placing techniques and production methods are crucial in order to increase fibre content and concrete strength. Achieving the same mechanical properties as traditionally reinforced concrete will probably also demand changes of the matrix. Finally, recommendations for future work within COIN Project 2.2- Fibres are given.
dc.description.sponsorshipThe COIN industrial partners are: Aker Kværner Engineering and Technology, Borregaard LignoTech, maxitGroup, Norcem A.S, Norwegian Public Roads Administration, Rescon Mapei AS, Spenncon AS, Unicon AS and Veidekke ASA.
dc.languageeng
dc.publisherSINTEF Building and Infrastructure; COIN - Concrete innovation Centre
dc.relation.ispartofseriesSINTEF report;SBF BK A07029
dc.subjectMaterials technology
dc.subjectConcrete
dc.subjectFibre
dc.subjectWorkability
dc.subjectMaterialteknologi
dc.subjectBetong
dc.subjectFiber
dc.subjectBearbeiderhet
dc.titleConcrete workability and fibre content
dc.typeResearch report
dc.description.versionpublishedVersion
dc.rights.holder© SINTEF Byggforsk
dc.subject.nsiVDP::Technology: 500
dc.description.localcode3D005920


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