A Review on the Physical Parameters Affecting the Bond Behavior of FRP Bars Embedded in Concrete

Basit Öğe Kaydı
dc.authoridBASARAN, Bogachan/0000-0002-5289-8436
dc.authoridKalkan, Ilker/0000-0002-5987-631X
dc.contributor.authorBasaran, Bogachan
dc.contributor.authorKalkan, Ilker
dc.contributor.authorBeycioglu, Ahmet
dc.contributor.authorKasprzyk, Izabela
dc.date.accessioned2025-01-21T16:35:24Z
dc.date.available2025-01-21T16:35:24Z
dc.date.issued2022
dc.departmentKırıkkale Üniversitesi
dc.description.abstractThe present study is a detailed literal survey on the bond behavior of FRP (Fiber Reinforced Polymer) reinforcing bars embedded in concrete. There is an urgent need for the accurate assessment of the parameters affecting the FRP-concrete bond and quantification of these effects. A significant majority of the previous studies could not derive precise and comprehensive conclusions on the effects of each of these parameters. The present study aimed at listing all of the physical parameters affecting the concrete-FRP bond, presenting the effects of each of these parameters based on the common opinions of the previous researchers and giving reasonable justifications on these effects. The studies on each of the parameters are presented in detailed tables. Among all listed parameters, the surface texture was established to have the most pronounced effect on the FRP-concrete bond strength. The bond strength values of the bars with coarse sand-coating exceeded the respective values of the fine sand-coated ones. However, increasing the concrete strength was found to result in a greater improvement in bond behavior of fine sand-coated bars due to the penetration of concrete particles into the fine sand-coating layer. The effects of fiber type, bar diameter and concrete compressive strength on the bar bond strength was shown to primarily originate from the relative slip of fibers inside the resin of the bar, also known as the shear lag effect.
dc.description.sponsorshipPolish National Agency for Academic Exchange [PPI/APM/2019/1/00003]
dc.description.sponsorshipThe scientific collaborations of this article have been improved by the support of the Polish National Agency for Academic Exchange under Grant No. PPI/APM/2019/1/00003.
dc.identifier.doi10.3390/polym14091796
dc.identifier.issn2073-4360
dc.identifier.issue9
dc.identifier.pmid35566964
dc.identifier.scopus2-s2.0-85129861321
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.3390/polym14091796
dc.identifier.urihttps://hdl.handle.net/20.500.12587/24111
dc.identifier.volume14
dc.identifier.wosWOS:000794396900001
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.indekslendigikaynakPubMed
dc.language.isoen
dc.publisherMdpi
dc.relation.ispartofPolymers
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_20241229
dc.subjectmechanical interlocking; ribbed surface; surface friction; polymer reinforcement; thermal expansion; wound bar; epoxy resin; bond behavior
dc.titleA Review on the Physical Parameters Affecting the Bond Behavior of FRP Bars Embedded in Concrete
dc.typeReview Article

Dosyalar

Koleksiyon

WOS İndeksli Yayınlar Koleksiyonu
PubMed İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu