Rodyti trumpą aprašą

dc.contributor.authorLale Arefi, Shahin
dc.contributor.authorNaghipour, Morteza
dc.contributor.authorTurskis, Zenonas
dc.contributor.authorNematzadeh, Mehdi
dc.date.accessioned2023-09-18T20:04:24Z
dc.date.available2023-09-18T20:04:24Z
dc.date.issued2014
dc.identifier.issn1392-3730
dc.identifier.other(BIS)VGT02-000028325
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/146516
dc.description.abstractThe use of lightweight construction material with high corrosion resistance and low cost plays an important role in the design and construction of marine structures such as waterfronts. One of the most common methods for strengthening the structures is composite fibre reinforced plastic (FRP) sheet that is used for member retrofitting including wood plastic composite (WPC). The WPC material is produced from wood and compressed resin, which has good mechanical properties as well as economic benefits. The main problem of WPC reinforced with FRP sheets is the debonding of the sheet from WPC surface, which leads to premature and non-economic failure in members. One of the existing methods to solve this problem is surface preparation. However, surface preparation of wood plastic composite has some additional problems, such as operational cost, environmental pollution, etc. Therefore, to avoid debonding, another method has been used, known as the grooving method at the lower parts of beams. The laboratory used 50 I-shaped specimens with the same geometrical and mechanical properties. Initially, some slots such as longitudinal, transverse and diagonal grooves were created on the surface of specimens and filled by an epoxy. All beams were armed using one or two layers of GFRP sheets embedded at the lower part and were tested under four-point flexural loading. Grooves of different shapes, various widths and depths as well as the number of reinforcement layers were determined for considering their effect on the beam's behaviour. The results expressed that the debonding of FRP sheets can be delayed by selecting the longitudinal grooves with certain width and depth, which also leads to resistance improvement.eng
dc.formatPDF
dc.format.extentp. 237-246
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/10.3846/13923730.2013.878379
dc.subjectSD03 - Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques
dc.titleEvaluation of grooving method to postpone debonding of FRP laminates in WPC-FRP beams
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.references24
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionShomal University, Amol, Iran
dc.contributor.institutionBabol University of Technology, Babol, Iran
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.institutionMazandaran University, Babolsar, Iran
dc.contributor.facultyStatybos fakultetas / Faculty of Civil 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.enWood plastic composite
dc.subject.enGrooving method
dc.subject.enDebonding
dc.subject.enFlexural strength
dc.subject.enComposite FRP sheets
dc.subject.enBeam
dc.subject.enReinforced
dcterms.sourcetitleJournal of civil engineering and management
dc.description.issueno. 2
dc.description.volumeVol. 20
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.doi000334949600009
dc.identifier.doi2-s2.0-84899702669
dc.identifier.doi10.3846/13923730.2013.878379
dc.identifier.elaba4072728


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