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- W3209971392 abstract "The residual strength and stiffness of concrete columns are decreased when exposed to elevated temperatures. This study proposes an external confinement provided by fiber-reinforced polymer (FRP) to rehabilitate deficiencies of concrete columns that originate from fire damage. Recent studies show that the efficiency of this strategy is a function of column cross-section geometry and the number of FRP sheet layers applied. The current study investigates the repair of post-heated short rectangular RC (SRRC) columns with FRP jackets. Rectangular heat-damaged columns are wrapped with one or two layers of carbon FRP (CFRP) and glass FRP (GFRP). The experimental results indicate that the ultimate axial load capacity of post-heated columns, repaired with two layers of FRP was improved to a considerable level of the axial load capacity of the unheated columns. Moreover, it was found that the pseudo-ductility and energy dissipation capacity of the post-heated columns wrapped with two layers of CFRP jackets are larger than those of the unheated columns." @default.
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- W3209971392 date "2021-12-01" @default.
- W3209971392 modified "2023-09-30" @default.
- W3209971392 title "Repair of post-heated short rectangular reinforced concrete columns with FRP jackets" @default.
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- W3209971392 doi "https://doi.org/10.1016/j.istruc.2021.10.038" @default.
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