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- W4313139097 abstract "The paper assesses the effect of joining precast segments with FRP in strengthening beams. The beams of 150x150x700mm size are attached with external prestressing segments of 150x75mm thick and strengthened using FRP wrapping. The beams are subjected to two-point loading and the behavior in flexure and deflection are assessed the behavior experimentally in comparison with control beams, with different layers of FRP and number of layers of shear FRP. The results of experimental investigation in current study revealed that attachment of a external prestressing segment to a RC beam with sprayed concrete has improved the behavior owing to increased cross section and increased effective depth of the member due to the addition of additional reinforcement in external precast segments. The increase in the flexural load carrying recorded is 104 percent to 310 percent higher than the control beam. The study also focused on various other parameters like influence of number of layers of FRP, retrofitting of external prestressing RC segment, bonding of FRP in the bearing zone on the beam’s flexural and shear strength etc., on flexural and shear resistance of beam sections." @default.
- W4313139097 created "2023-01-06" @default.
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- W4313139097 date "2022-01-01" @default.
- W4313139097 modified "2023-10-12" @default.
- W4313139097 title "Flexural behaviour of an RC member retrofitted with RC segments and FRP" @default.
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- W4313139097 doi "https://doi.org/10.1063/5.0116576" @default.
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