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

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dc.contributor.authorTekin M.
dc.contributor.authorDemir A.
dc.contributor.authorTurali T.
dc.contributor.authorNohutçu H.
dc.contributor.authorBagci M.
dc.date.accessioned2024-07-22T08:20:34Z
dc.date.available2024-07-22T08:20:34Z
dc.date.issued2011
dc.description.abstractThe topic of this study is to strengthen cracked beams with prefabricated RC rectangular cross-sectional plates. The damaged beams were repaired by epoxy based glue. The repaired beams were strengthened using prefabricated RC rectangular crosssectional plates. The strengthening plates were bonded to the bottom face of the beams by anchorage rods and epoxy. The strengthened beams were incrementally loaded up to maximum load capacities. The experimental results were satisfactory since the load carrying capacities of damaged beams were increased approximately 47% due to strengthening. The post-elastic strength enhancement and the displacement ductility of all the beams are researched during the experiments. The experimental program was supported by a three-dimensional nonlinear finite element analysis. The experimental results were compared with the results obtained from the beam modeled with ANSYS finite element program. © Association for Scientific Research.
dc.identifier.DOI-ID10.3390/mca16040868
dc.identifier.issn1300686X
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/18221
dc.language.isoEnglish
dc.publisherAssociation for Scientific Research
dc.rightsAll Open Access; Gold Open Access
dc.subjectAnchorages (foundations)
dc.subjectDuctility
dc.subjectLoad limits
dc.subjectLoads (forces)
dc.subjectSteel beams and girders
dc.subjectStrengthening (metal)
dc.subjectConcrete beams and girders
dc.subjectAnsys finite elements
dc.subjectCross-sectional plates
dc.subjectDisplacement ductility
dc.subjectEpoxy
dc.subjectExperimental program
dc.subjectMaximum load capacity
dc.subjectStrength enhancement
dc.subjectThree dimensional nonlinear finite element
dc.subjectStrengthening plates
dc.subjectFinite element method
dc.titleStrengthening of Rc beams with prefabricated RC rectangular cross-sectional plates
dc.typeArticle

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