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dc.contributor.authorZofka, Adam
dc.contributor.authorPanasenkienė, Miglė
dc.contributor.authorVaitkus, Audrius
dc.contributor.authorMaliszewska, Dominika
dc.contributor.authorJosen, Ramandeep
dc.contributor.authorBernier, Alexander
dc.date.accessioned2023-09-18T20:02:30Z
dc.date.available2023-09-18T20:02:30Z
dc.date.issued2014
dc.identifier.issn1392-3730
dc.identifier.other(BIS)VGT02-000028640
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/146057
dc.description.abstractThis paper presents a study on the effects of casting procedure and resulting fibre orientation on the properties of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC). To investigate the impact of fibre orientation in the UHPFRC specimens, three approaches were employed. First, densities were measured from the top, middle and bottom zones of the cylinders to observe physical changes as the function of cylinder height. Secondly, two engineering fracture tests were performed in both compression and tension, and a comparison of fracture energies was conducted between different cylinder zones. While previous studies have explored the influence of steel fibres on the UHPFRC performance, the Semi-Circular Bending (SCB) and Disc Compact Tension (DCT) experimental setups have not yet been used in the UHPFRC fracture testing. Lastly, samples from different zones were scanned using X-ray computer tomography (X-ray CT). Both visual and digital image analysis of the X-ray scans were conducted in order to observe fibre orientation pattern changes within different zones. Although density calculations showed insignificant differences between different zones, fracture testing exhibited significant differences through the testing process as well as through fracture energy computations. Furthermore, X-ray CT demonstrated considerable differences in spatial fibre orientation with respect to two uniquely defined angles.eng
dc.formatPDF
dc.format.extentp. 380-388
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyINSPEC
dc.relation.isreferencedbyAcademic Search Complete
dc.relation.isreferencedbyICONDA
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.source.urihttp://www.tandfonline.com/doi/pdf/10.3846/13923730.2014.913680
dc.subjectFM03 - Fizinių, technologinių ir ekonominių procesų matematiniai modeliai ir metodai / Mathematical models and methods of physical, technological and economic processes
dc.titleLaboratory study on the influence of casting on properties of ultra-high performance fibre reinforced concrete (UHPFRC) specimens
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.references22
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionRoad and Bridge Research Institute, Warszawa, Poland
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.institutionFay, Spofford & Thorndike, Burlington, USA
dc.contributor.institutionStantec Consulting, New York, USA
dc.contributor.facultyAplinkos inžinerijos fakultetas / Faculty of Environmental Engineering
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.enUltra-high performance fibre reinforced concrete (UHPC)
dc.subject.enFracture properties
dc.subject.enFibre orientation
dc.subject.enX-ray computer tomography (X-ray CT)
dcterms.sourcetitleJournal of civil engineering and management
dc.description.issueno. 3
dc.description.volumeVol. 20
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.doi000336948000009
dc.identifier.doi2-s2.0-84903143925
dc.identifier.doi10.3846/13923730.2014.913680
dc.identifier.elaba4080781


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