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dc.contributor.authorNg, Serina
dc.contributor.authorJelle, Bjørn Petter
dc.contributor.authorZhen, Yingpeng
dc.contributor.authorWallevik, Olafur Haralds
dc.date.accessioned2018-01-05T11:23:07Z
dc.date.available2018-01-05T11:23:07Z
dc.date.created2015-12-22T20:09:53Z
dc.date.issued2016
dc.identifier.citationConstruction and Building Materials. 2016, 106 640-649.nb_NO
dc.identifier.issn0950-0618
dc.identifier.urihttp://hdl.handle.net/11250/2475996
dc.description.abstractThe effect of elevated temperature during storage and curing of ultra-high performance concrete (UHPC) formulated aerogel-incorporated mortar (AIM) samples was investigated. It was found that an effective aerogel loading of 60 vol% of total bulk volume was possible for producing AIM samples with suitable thermal and mechanical properties under optimized storing and curing conditions. AIM samples with compressive strengths of up to ≈19 MPa was achieved and the corresponding thermal conductivity was ≈0.4 W/(mK). For more insulating concrete, 70 vol% aerogel was needed and AIM samples with thermal conductivity as low as ≈0.1 W/(mK) were cast. In general, AIM samples with strengths of up to 5 MPa can be achieved when thermal conductivities of between 0.1 and 0.2 W/(mK) is desired. The obtained results here estimates that there is potential in improving the AIM samples to produce structural and insulating concrete through modification of storing and curing conditions to achieve the desired requirements of a thermal conductivity value of <0.1 W/(mK) with a corresponding compressive strength of >20 MPa.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.titleEffect of storage and curing conditions at elevated temperatures on aerogel-incorporated mortar samples based on UHPC recipenb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber640-649nb_NO
dc.source.volume106nb_NO
dc.source.journalConstruction and Building Materialsnb_NO
dc.identifier.doi10.1016/j.conbuildmat.2015.12.162
dc.identifier.cristin1304010
dc.relation.projectNorges forskningsråd: 193830nb_NO
dc.description.localcodeThis article will not be available due to copyright restrictions (c) 2016 by Elseviernb_NO
cristin.unitcode194,64,35,0
cristin.unitnameInstitutt for bygg, anlegg og transport
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode2


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