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

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dc.contributor.authorDemir A.
dc.contributor.authorTekin M.
dc.contributor.authorTurali T.
dc.contributor.authorBagci M.
dc.date.accessioned2024-07-22T08:15:44Z
dc.date.available2024-07-22T08:15:44Z
dc.date.issued2014
dc.description.abstractThe topic of this study is to strengthen cracked beams with prefabricated RC U cross-sectional plates. The damaged beams were repaired by epoxy based glue. The repaired beams were strengthened using prefabricated plates. The strengthening plates were bonded to the bottom and side faces 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 76% due to strengthening. It was observed that strengthening plates had a dominant effect on the performance of beams in terms of both the post-elastic strength enhancement and the ductility. 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. Copyright © 2014 Techno-Press, Ltd.
dc.identifier.DOI-ID10.12989/sem.2014.49.6.673
dc.identifier.issn12254568
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/16761
dc.language.isoEnglish
dc.publisherTechno-Press
dc.subjectAnchorages (foundations)
dc.subjectDuctility
dc.subjectLoad limits
dc.subjectLoads (forces)
dc.subjectSteel beams and girders
dc.subjectStrengthening (metal)
dc.subjectANSYS
dc.subjectAnsys finite elements
dc.subjectCross-sectional plates
dc.subjectEpoxy
dc.subjectExperimental program
dc.subjectMaximum load capacity
dc.subjectStrengthening plates
dc.subjectThree dimensional nonlinear finite element
dc.subjectFinite element method
dc.titleStrengthening of RC beams with prefabricated RC U cross-sectional plates
dc.typeArticle

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