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dc.contributor.authorNg, Serina
dc.contributor.authorSandberg, Linn Ingunn Christie
dc.contributor.authorJelle, Bjørn Petter
dc.date.accessioned2017-10-06T07:01:23Z
dc.date.available2017-10-06T07:01:23Z
dc.date.created2014-09-23T17:01:54Z
dc.date.issued2015
dc.identifier.citationKey Engineering Materials. 2015, 629-630 43-48.nb_NO
dc.identifier.issn1013-9826
dc.identifier.urihttp://hdl.handle.net/11250/2458827
dc.description.abstractWith the increasing attention towards energy-efficient and zero emission buildings, improvement to concrete properties is becoming more and more significant in construction and building sectors. One such area is to enhance the thermal properties, while maintaining maximum strength of the material. Here, attempts were made to address this challenge by formulating mortar composites with low thermal conductivity while targeting a minimum compressive strength of 20 MPa at 28 days. For this purpose, aerogel was utilized in an ultrahigh performance concrete (UHPC) formulation to create new aerogel-incorporated mortar (AIM). It was found that AIMs possessing 50 vol% aerogel registered a compressive strength of 20 MPa, while displaying a thermal conductivity of ~ 0.55 W/(mK). By adding more aerogel to reach 70 vol%, while the thermal conductivity of the concrete decreased by ~ 20 %, a sharp decrease in strength to 5.8 MPa was observed. This represents only 1/30 of the original strength of the UHPC mortar. Further addition of aerogel till 80 vol% showed negligible compressive strength, attributing to the imbalance of the particle-matrix ratio in the mortar system, causing a decrease in adhesion of the binder-aggregates.nb_NO
dc.language.isoengnb_NO
dc.publisherTrans Tech Publicationsnb_NO
dc.titleInsulating and Strength Properties of an Aerogel-Incorporated Mortar Based on UHPC Formulationsnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber43-48nb_NO
dc.source.volume629-630nb_NO
dc.source.journalKey Engineering Materialsnb_NO
dc.identifier.doi10.4028/www.scientific.net/KEM.629-630.43
dc.identifier.cristin1157252
dc.relation.projectNorges forskningsråd: 174878nb_NO
dc.relation.projectNorges forskningsråd: 193830nb_NO
dc.description.localcodeThis is the authors’ manuscript to the article. Will not be available due to copyright restrictions.nb_NO
cristin.unitcode194,64,35,0
cristin.unitnameInstitutt for bygg, anlegg og transport
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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