RC beam strengthening using precast RC plate bonding technique

dc.contributor.authorDemir, A
dc.contributor.authorBagci, M
dc.contributor.authorTekin, M
dc.contributor.authorNuhoglu, A
dc.date.accessioned2025-04-10T10:31:16Z
dc.date.available2025-04-10T10:31:16Z
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.e-issn1333-9095
dc.identifier.issn0350-2465
dc.identifier.urihttp://hdl.handle.net/20.500.14701/37762
dc.language.isoCroatian
dc.titleRC beam strengthening using precast RC plate bonding technique
dc.typeArticle

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