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Behavior of anchorage areas in the steel-concrete composite structure loaded by longitudinal shear forces

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorBílý, Petr
dc.contributor.authorFládr, Josef
dc.contributor.authorKohoutková, Alena
dc.date.accessioned2025-04-30T07:49:06Z
dc.date.available2025-04-30T07:49:06Z
dc.date.issued2017
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/157447
dc.description.abstractThe paper presents experimental study of load-deflection behavior of anchorage areas in the steel-concrete composite structure under extreme longitudinal shear load. Such a situation has to be considered for example in containments of nuclear power plants lined with steel plate on the inside. For the two studied arrangements of anchorage elements, no tears in the steel liner plate were observed. Failure occurred either in concrete or in the anchorage elements. Load-deflection diagrams applicable for further numerical analyses were obtained.en_US
dc.format.extent7 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/157277en_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/S1877705817305350en_US
dc.subjectsteel-concrete composite structureen_US
dc.subjectanchorageen_US
dc.subjectlongitudinal shearen_US
dc.subjectload-deflection diagramen_US
dc.subjectfailure patternen_US
dc.subjectcontainmenten_US
dc.subjectnuclear power planten_US
dc.titleBehavior of anchorage areas in the steel-concrete composite structure loaded by longitudinal shear forcesen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.licenseCC BY NC NDen_US
dcterms.references4en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionCzech Technical University in Pragueen_US
dcterms.sourcetitleProcedia Engineeringen_US
dc.description.volumevol. 172en_US
dc.publisher.nameElsevieren_US
dc.publisher.countryUnited Kingdomen_US
dc.publisher.cityOxforden_US
dc.description.fundingorganizationCzech Science Foundation (GAČR)en_US
dc.description.grantnameCementitious composites in severe environmental conditionsen_US
dc.description.grantnumber14-19561Sen_US
dc.identifier.doihttps://doi.org/10.1016/j.proeng.2017.02.029en_US


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