Rodyti trumpą aprašą

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorŠukys, Ritoltas
dc.contributor.authorPranckevičienė, Jolanta
dc.contributor.authorGirskas, Giedrius
dc.contributor.authorPundienė, Ina
dc.contributor.authorLeonavičius, Dainius
dc.contributor.authorKligys, Modestas
dc.date.accessioned2024-12-13T11:01:25Z
dc.date.available2024-12-13T11:01:25Z
dc.date.issued2019
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/156057
dc.description.abstractOne of the methods recently applied for the noticeably improvement of properties of cementitious materials is the use of the single or multi-walled carbon nanotubes (CNTs) as nano-reinforcements in cementitious materials. The positive action of CNTs highly depends not only on its nature, length and amount, but also on previous treatment of CNTs and quality of CNTs dispersion. It is important to obtain the effects of multi-walled CNTs, dispersed only in carboxyl-methyl cellulose – commercially available pellets without the use of any commercially available surfactants or plasticizers. The influence of dispersed CNTs on the rheological properties of fresh cement pastes and physical and mechanical properties of hardened specimens was analyzed in this work. Compared to the dynamic viscosity of pure distilled water smaller amounts of CNTs (0.00005–0.005%) reduce the dynamic viscosity down to the 15% whereas higher amounts of CNTs (0.05–0.5%) increase the dynamic viscosity from 1.3 to 4.7 times. Mechanical tests of hardened for 28 days cement paste specimens showed that smaller amounts of CNTs (0.00005–0.005%) increase the compressive and flexural strengths by 38.07– 42.3% and 40.1– 44.6%, whereas higher amounts of CNTs (0.05–0.5%) increase these strengths just by 21.11–18.82% and 18.33–6.6% respectively.en_US
dc.format.extent5 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/156029en_US
dc.rightsAttribution 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.subjectmulti-walled carbon nanotubesen_US
dc.subjectfresh cement pasteen_US
dc.subjectdynamic viscosityen_US
dc.subjecthardened cement pasteen_US
dc.subjectmechanical strengthen_US
dc.titleExperimental study of the behaviour of cement pastes in the presence of carbon nanotubesen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.alternativeMaterialsen_US
dcterms.issued2019-05-17
dcterms.licenseCC BYen_US
dcterms.references25en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionVilniaus Gedimino technikos universitetasen_US
dc.contributor.institutionVilnius Gediminas Technical Universityen_US
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineeringen_US
dc.contributor.departmentStatybinių medžiagų ir gaisrinės saugos katedra / Department of Building Materials and Fire Safetyen_US
dc.contributor.departmentStatybinių medžiagų institutas / Institute of Building Materialsen_US
dcterms.sourcetitleInternational Conference Modern Building Materials, Structures and Techniques (MBMST 2019)en_US
dc.identifier.eisbn9786094761973en_US
dc.identifier.eissn2029-9915en_US
dc.publisher.nameVilnius Gediminas Technical Universityen_US
dc.publisher.nameVilniaus Gedimino technikos universitetasen_US
dc.publisher.countryLithuaniaen_US
dc.publisher.countryLietuvaen_US
dc.publisher.cityVilniusen_US
dc.identifier.doihttps://doi.org/10.3846/mbmst.2019.084en_US


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Rodyti trumpą aprašą

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