Rodyti trumpą aprašą

dc.contributor.authorRimkus, Arvydas
dc.contributor.authorGribniak, Viktor
dc.contributor.authorJakubovskis, Ronaldas
dc.contributor.authorTorres, Lluis
dc.contributor.authorJakštaitė, Rūta
dc.date.accessioned2023-09-18T20:50:47Z
dc.date.available2023-09-18T20:50:47Z
dc.date.issued2017
dc.identifier.issn2421-2822
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/152931
dc.description.abstractDespite the simplicity of tensile test layouts of reinforced concrete prisms, interpretation of their results may be inadequate. Typically, a tie-test provides measurements of average deformations of the reinforcing bar and the concrete surface. However, the experimental output often contradicts the general assumption of the equivalence of mean strains of the reinforcement and concrete. This experimental study deals with the effect of arrangement of GFRP bars on tensile behavior of concrete elements. A specific equipment for anchorage of multiple bars of various materials has been designed and produced for the tension tests. A general target of the setup is to secure uniform distribution of the applied tension to the bars. The study is based on test results of 16 concrete specimens with different distribution of GFRP bars. The number and diameter of the bars are varying from 4 to 16 and from 6 mm to 16 mm, respectively. Five corresponding specimens with steel reinforcement were used for the reference. The tensile behaviour analysis is based on the average strains of reinforcement and concrete surface. Bond properties of GFRP bars as well as the effect of variation of the diameter-to-reinforcement ratio (Ø/p) were also examined.eng
dc.formatPDF
dc.format.extentp. 110
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.ispartofseriesStructural and computational mechanics 2421-2822
dc.subjectSD03 - Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques
dc.titleExperimental study of effect of arrangement of GFRP bars on tensile behaviour of concrete elements
dc.typeKonferencijos pranešimo santrauka / Conference presentation abstract
dcterms.references0
dc.type.pubtypeT2 - Konferencijos pranešimo tezės / Conference presentation abstract
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.institutionUniversity of Girona
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.contributor.departmentStatinių konstrukcijų mokslo institutas / Research Institute of Building Structures
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.enGFRP bars
dc.subject.enTensile elements
dc.subject.enExperiments
dc.subject.enBar arrangement
dc.subject.enReinforced concrete
dcterms.sourcetitleMECHCOMP'3. 3rd international conference on mechanics of composites, University of Bologna, 4-7 July 2017 : proceedings
dc.publisher.nameSocieta' Editrice Esculapio
dc.publisher.cityBologna
dc.identifier.doi10.15651/978-88-9385-029-2
dc.identifier.elaba23109632


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