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Analysis of reinforcement anchorage zone behavior of prestressed concrete elements under static and cyclic loads

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorJokūbaitis, A.
dc.contributor.authorMarčiukaitis, G.
dc.contributor.authorValivonis, J.
dc.date.accessioned2025-05-05T09:32:01Z
dc.date.available2025-05-05T09:32:01Z
dc.date.issued2017
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/157493
dc.description.abstractThe article briefly discusses about the bond characteristics of different pretensioning reinforcement and some problems of reinforcement anchorage zone. In the present study bond characteristics of three-wire strand under static and cyclic load are investigated. The research revealed that bond stress-slip characteristics of three-wire strand are different from those proposed in Model Code for deformed and plain bars. The bond strength of three-wire strand is not negatively influenced by cyclic load at lower bond stress levels up to 0,7τstat.max.en_US
dc.description.sponsorshipCivil Engineering Scientific Research Centre of Vilnius Gediminas Technical Universityen_US
dc.format.extent8 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 Internationalen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.source.urihttps://www.sciencedirect.com/science/article/pii/S1877705817305349en_US
dc.subjectbonden_US
dc.subjectstatic loaden_US
dc.subjectcyclic loaden_US
dc.subjectstranden_US
dc.titleAnalysis of reinforcement anchorage zone behavior of prestressed concrete elements under static and cyclic loadsen_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.references25en_US
dc.description.versionTaip / Yesen_US
dc.type.pubtypeK1a - Monografija / Monographen_US
dc.contributor.institutionVilniaus Gedimino technikos universitetasen_US
dc.contributor.institutionVilnius Gediminas Technical Universityen_US
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineeringen_US
dcterms.sourcetitleProcedia Engineeringen_US
dc.description.volumevol. 172en_US
dc.publisher.nameElsevieren_US
dc.publisher.countryUnited Kingdomen_US
dc.publisher.cityOxforden_US
dc.identifier.doihttps://doi.org/10.1016/j.proeng.2017.02.028en_US


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