RC beam strengthening using precast RC plate bonding technique

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dc.contributor.authorDemir, A
dc.contributor.authorBagci, M
dc.contributor.authorTekin, M
dc.contributor.authorNuhoglu, A
dc.date.accessioned2024-07-18T11:53:38Z
dc.date.available2024-07-18T11:53:38Z
dc.description.abstractThe behaviour of RC beams strengthened with precast RC plates of rectangular and U cross-section is studied in the paper. An experimental investigation was conducted to assess effectiveness of strengthening with precast plates. The investigation was supported with the 2-D nonlinear finite element analysis (NLFEA). The NLFEA results showed a good level of correlation with test results. The proposed technique is considered to be a good alternative to RC jacketing and the technique is practical, economical and reliable for buildings or bridges with a greater number sisof similar beams.
dc.identifier.issn0350-2465
dc.identifier.other1333-9095
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/5759
dc.language.isoCroatian
dc.publisherCROATIAN SOC CIVIL ENGINEERS-HSGI
dc.subjectREINFORCED-CONCRETE BEAMS
dc.subjectMODEL
dc.titleRC beam strengthening using precast RC plate bonding technique
dc.typeArticle

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