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Study on shear resistance of fiberreinforced polymer-reinforced concrete beams

dc.contributor.authorValivonis, Juozas
dc.contributor.authorBudvytis, Marius
dc.contributor.authorAtutis, Mantas
dc.contributor.authorAtutis, Edgaras
dc.contributor.authorJuknevičius, Linas
dc.date.accessioned2023-09-18T20:42:57Z
dc.date.available2023-09-18T20:42:57Z
dc.date.issued2015
dc.identifier.issn1687-8132
dc.identifier.other(BIS)VGT02-000030587
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/151931
dc.description.abstractThis article is aimed to investigate the shear resistance of the beams reinforced with fiber-reinforced polymer stirrups. Together with theoretical analysis of the existing shear resistance provisions in design codes and literature, an experimental research was performed. During the experimental investigation, four doubly reinforced rectangular concrete beams were designed, produced, and tested to failure. A new analytical calculation method (including, but not limited to statistical validation) to investigate the shear response of fiber-reinforced polymer–reinforced concrete beams has been developed. A database with 102 beams was compiled, in order to evaluate the guideline provisions and proposed analytical calculation method. The experimental results were compared with theoretical results obtained by the proposed analytical calculation method. Correlation between analytical and experimental results is more accurate than using the existing provisions in design codes and literature for fiber-reinforced polymer–reinforced concrete beams.eng
dc.formatPDF
dc.format.extentp. 1-17
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyComputers & Applied Sciences Complete
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.relation.isreferencedbyScopus
dc.rightsLaisvai prieinamas internete
dc.source.urihttp://ade.sagepub.com/content/7/7/1687814015593873.full.pdf+html
dc.source.urihttps://talpykla.elaba.lt/elaba-fedora/objects/elaba:8817878/datastreams/MAIN/content
dc.subjectSD03 - Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques
dc.titleStudy on shear resistance of fiberreinforced polymer-reinforced concrete beams
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.accessRightsCreative Commons CC-BY: This article is distributed under the terms of the Creative Commons Attribution 3.0 License (http://www.creativecommons.org/licenses/by/3.0/)
dcterms.references48
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.researchfieldT 008 - Medžiagų inžinerija / Material engineering
dc.subject.researchfieldT 009 - Mechanikos inžinerija / Mechanical enginering
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.enfiber-reinforced polymer reinforcement
dc.subject.enreinforced concrete structures
dc.subject.enshear resistance
dc.subject.enstatistical analysis
dcterms.sourcetitleAdvances in mechanical engineering
dc.description.issueno. 7
dc.description.volumevol. 7
dc.publisher.nameHindawi
dc.publisher.cityNew York
dc.identifier.doi000358862700023
dc.identifier.doi2-s2.0-84938539968
dc.identifier.doi10.1177/1687814015593873
dc.identifier.elaba8817878


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