Effect of anchorage number on behavior of reinforced concrete beams strengthened with glass fiber plates

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dc.contributor.authorKaya, Mustafa
dc.contributor.authorÇağdaş Kankal, Zeynel
dc.date.accessioned13.07.201910:50:10
dc.date.accessioned2019-07-16T09:14:58Z
dc.date.available13.07.201910:50:10
dc.date.available2019-07-16T09:14:58Z
dc.date.issued2015
dc.departmentMühendislik Fakültesi
dc.description.abstractReinforced concrete beams with insufficient shear reinforcement were strengthened using glass fiber reinforced polymer (GFRP) plates. In the study, the effect of the number of bolts on the load capacity, energy dissipation, and stiffness of reinforced concrete beams were investigated by using anchor bolt of different numbers. Three strengthened with GFRP specimens, one flexural reference specimen designed in accordance to Regulation on Buildings Constructed in Disaster Areas rules, and one shear reinforcement insufficient reference specimen was tested. Anchorage was made on the surfaces of the beams in strengthened specimens using 2, 3 and 4 bolts respectively. All beams were tested under monotonic loads. Results obtained from the tests of strengthened concrete beams were compared with the result of good flexural reference specimen. The beam in which 4 bolts were used in adhering GFRP plates on beam surfaces carried approximately equal loads with the beam named as a flexural reference. The amount of energy dissipated by strengthened DE5 specimen was 96 % of the amount of energy dissipated by DE1 reference specimen. Strengthened DE5 specimen initial stiffness equal to DE1 reference specimen initial stiffness, but strengthened DE5 specimen yield stiffness about 4 % lower than DE1 reference specimen yield stiffness. Also, DE5 specimen exhibited ductile behavior and was fractured due to bending fracture. Upon the increase of the number of anchorages used in a strengthening collapsing manner of test specimens changed and load capacity and ductility thereof increased.
dc.identifier.doi10.1007/s40069-015-0116-5
dc.identifier.endpage425en_US
dc.identifier.issn1976-0485
dc.identifier.issn2234-1315
dc.identifier.issue4en_US
dc.identifier.scopusqualityQ1
dc.identifier.startpage415en_US
dc.identifier.urihttps://doi.org/10.1007/s40069-015-0116-5
dc.identifier.urihttps://hdl.handle.net/20.500.12451/4233
dc.identifier.volume9en_US
dc.identifier.wosWOS:000367336100003
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherKorea Concrete Inst
dc.relation.ispartofInternational Journal of Concrete Structures and Materials
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectGlass Fibers
dc.subjectLaminates
dc.subjectPlates
dc.subjectAdhesion
dc.subjectShear Strengthening
dc.titleEffect of anchorage number on behavior of reinforced concrete beams strengthened with glass fiber plates
dc.typeArticle

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