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A mechanical and environmental assessment and comparison of basalt fibre reinforced polymer (BFRP) rebar and steel rebar in concrete beams

dc.contributor.authorWiik, Marianne Rose Kjendseth
dc.contributor.authorThorhallsson, Eythor Rafn
dc.contributor.authorAzrague, Kamal
dc.date.accessioned2017-07-04T05:38:33Z
dc.date.available2017-07-04T05:38:33Z
dc.date.created2017-03-21T09:05:40Z
dc.date.issued2017
dc.identifier.citationEnergy Procedia. 2017, 111 (C), 31-40.nb_NO
dc.identifier.issn1876-6102
dc.identifier.urihttp://hdl.handle.net/11250/2447643
dc.description.abstractThis paper compares holistically the mechanical and environmental performance of basalt fibre reinforced polymer (BFRP) rebar against conventional steel rebar in concrete beams. This assessment involves material testing and life cycle assessment (LCA).The results show that BFRP tendons in reinforced concrete beams are stronger and lighter than steel with a better environmental profile and fewer embodied emissions, as fewer material and energy resources are required during production. The future market is expected to be within the precast industry, rather than in on-site construction, as precast BFRP concrete beams have approximately half the emissions of steel reinforced concrete beams.nb_NO
dc.language.isoengnb_NO
dc.publisherScienceDirectnb_NO
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.subjectBasalt fibre reinforced polymer (BFRP)nb_NO
dc.subjectMechanical performancenb_NO
dc.subjectLife cycle assessment (LCA)nb_NO
dc.subjectEnvironmental performancenb_NO
dc.subjectConcrete beamnb_NO
dc.titleA mechanical and environmental assessment and comparison of basalt fibre reinforced polymer (BFRP) rebar and steel rebar in concrete beamsnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.rights.holder© 2017 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND licensenb_NO
dc.source.pagenumber31-40nb_NO
dc.source.volume111nb_NO
dc.source.journalEnergy Procedianb_NO
dc.source.issueCnb_NO
dc.identifier.doi10.1016/j.egypro.2017.03.005
dc.identifier.cristin1459871
cristin.unitcode7401,30,20,0
cristin.unitcode7401,30,30,0
cristin.unitnameBygninger og installasjoner
cristin.unitnameInfrastruktur
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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