Strengthening of RC beams with prefabricated RC rectangular cross-sectional plates

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dc.contributor.authorM. BAĞCI
dc.contributor.authorM. TEKİN
dc.contributor.authorA. DEMİR
dc.contributor.authorT. TURALI
dc.contributor.authorH. NOHUTÇU
dc.date.accessioned2024-07-24T09:09:34Z
dc.date.available2024-07-24T09:09:34Z
dc.date.issued2011
dc.description.abstractThe topic of this study is to strengthen cracked beams with prefabricated RCrectangular cross sectional plates. The damaged beams were repaired by epoxy basedglue. The repaired beams were strengthened using prefabricated RC rectangular crosssectional plates. The strengthening plates were bonded to the bottom face of the beamsby anchorage rods and epoxy. The strengthened beams were incrementally loaded up tomaximum load capacities. The experimental results were satisfactory since the loadcarrying capacities of damaged beams were increased approximately 47% due tostrengthening. The post elastic strength enhancement and the displacement ductility ofall the beams are researched during the experiments. The experimental program wassupported by a three dimensional nonlinear finite element analysis. The experimentalresults were compared with the results obtained from the beam modeled with ANSYSfinite element program.
dc.identifier.issn1300-686X
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/22208
dc.language.isoeng
dc.subject[Fen > Temel Bilimler > Matematik]
dc.titleStrengthening of RC beams with prefabricated RC rectangular cross-sectional plates
dc.typeAraştırma Makalesi

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