Show simple item record

The statistical evaluation of design methods of the load-carrying capacity of flexural reinforced concrete elements strengthened with FRP

dc.contributor.authorSkuturna, Tomas
dc.contributor.authorValivonis, Juozas
dc.date.accessioned2023-09-18T20:35:12Z
dc.date.available2023-09-18T20:35:12Z
dc.date.issued2015
dc.identifier.issn1644-9665
dc.identifier.other(BIS)VGT02-000029457
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/151102
dc.description.abstractThis article presents a statistical analysis of the design methods for calculating the load-carrying capacity of reinforced concrete elements in flexure strengthened with external FRP reinforcement. To perform calculations a database of experimental research has been created. Calculations of the load-carrying capacity were performed following the ACI440.2R-08, fib bulletin 14, TR55 recommendations. Distribution of experimental and theoretical results was determined on the basis of Wilk–Shapiro test. The evaluation of design methods was done by testing the statistical hypotheses on the difference of the means of the ratio between the experimental and theoretical results. Confidence intervals of the ratios of the experimental and calculated load carrying capacity were also calculated. In order to assess the accuracy of the design methods it is suggested to calculate the coefficient of confidence.eng
dc.formatPDF
dc.format.extentp. 214-222
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyAcademic Search Complete
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyScienceDirect
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.source.urihttps://doi.org/10.1016/j.acme.2014.04.005
dc.subjectSD03 - Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques
dc.titleThe statistical evaluation of design methods of the load-carrying capacity of flexural reinforced concrete elements strengthened with FRP
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.references53
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.ltspecializationsC101 - Civilinės inžinerijos mokslo centras /
dc.subject.enReinforced concrete
dc.subject.enStrengthening
dc.subject.enFRP
dc.subject.enStatistical methods
dcterms.sourcetitleArchives of civil and mechanical engineering
dc.description.issueiss. 1
dc.description.volumeVol. 15
dc.publisher.nameElsevier
dc.publisher.cityWroclaw
dc.identifier.doi000349734500023
dc.identifier.doi10.1016/j.acme.2014.04.005
dc.identifier.elaba7868491


Files in this item

FilesSizeFormatView

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record