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Experimental research of hollow concrete block masonry stress deformations

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorJonaitis, Bronius
dc.contributor.authorZavalis, Robertas
dc.date.accessioned2025-03-27T11:54:43Z
dc.date.available2025-03-27T11:54:43Z
dc.date.issued2013
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/157120
dc.description.abstractThe article discusses the results of experimental investigation of highly hollow concrete block masonry and concrete infill block masonry behaviour under compression. The research revealed that upon failure of hollow block masonry, the longitudinal shells are detached from the web which results in crumbling. Masonry deformations of the blocks with concrete infill are similar to those of the infill concrete control samples for longitudinal deformations, which proves fairly good mutual block and infill concrete performance.en_US
dc.format.extent6 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/156173en_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.source.urihttps://www.sciencedirect.com/science/article/pii/S1877705813007947en_US
dc.subjecthollownessen_US
dc.subjectconcrete masonry unitsen_US
dc.subjectconcrete infillen_US
dc.subjectcompressive strengthen_US
dc.subjectdeformationsen_US
dc.titleExperimental research of hollow concrete block masonry stress deformationsen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.issued2013-05-17
dcterms.licenseCC BY NC NDen_US
dcterms.references10en_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.departmentGelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnicsen_US
dc.contributor.departmentGelžbetoninių ir mūrinių konstrukcijų katedra / Department of Reinforced Concrete and Masonry Structuresen_US
dcterms.sourcetitleProcedia Engineeringen_US
dc.description.volumevol. 57en_US
dc.publisher.nameElsevieren_US
dc.publisher.countryUnited Kingdomen_US
dc.publisher.cityOxforden_US
dc.identifier.doihttps://doi.org/10.1016/j.proeng.2013.04.061en_US


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Except where otherwise noted, this item's license is described as Kūrybinių bendrijų licencija / Creative Commons licence