Finite element analysis of the beam strengthened with prefabricated reinforced concrete plate

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dc.contributor.authorBuyukkaragoz, Alper
dc.date.accessioned2020-06-25T17:51:16Z
dc.date.available2020-06-25T17:51:16Z
dc.date.issued2010
dc.departmentKırıkkale Üniversitesi
dc.description.abstractVarious strengthening methods were frequently carried out in the world to strengthen weaker cross section beams. In this study, one beam strengthened by bonding with a prefabricated plate which has 80 mm thickness underneath and one control beam were produced. The specimens were tested in the laboratory and a single load was applied on the middle of the beam. The results of the experiments were compared with the results obtained from the beam modelled with ANSYS finite element program. When the results of the experiments were compared with the modelled computer program, it was shown that the results of computer model gave similar results to the real behaviour.en_US
dc.identifier.citationclosedAccessen_US
dc.identifier.endpage544en_US
dc.identifier.issn1992-2248
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-77950361960
dc.identifier.scopusqualityN/A
dc.identifier.startpage533en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12587/4773
dc.identifier.volume5en_US
dc.identifier.wosWOS:000276344700005
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherAcademic Journalsen_US
dc.relation.ispartofScientific Research And Essays
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBeamen_US
dc.subjectprefabricated plateen_US
dc.subjectfinite element methoden_US
dc.subjectANSYSen_US
dc.titleFinite element analysis of the beam strengthened with prefabricated reinforced concrete plateen_US
dc.typeArticle

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