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- W2358091098 abstract "A series of axial compression load tests of circular concrete columns confined with FRP grids were carried out.The equations for calculating the lateral confinement strength,lateral confinement modulus, as well as the stress and strain relation models of circular concrete columns confined with FRP grids were suggested.Based on this,the circular RC columns strengthened with FRP grids were tested under constant axial load and reversed cyclic lateral load.The parameters including the confinement strength and modulus of FRP which the bearing capacity and deformability of specimens for the anchorage types of FRP grids at the bottom were mainly discussed.The results show that FRP grids can significantly improve the strength and ductility of circular concrete columns.The stress and strain relation curves of circular concrete columns confined with FRP grids may be with strain-softening response or not,which is strongly related to the confinement strength and modulus of FRP.The strengthening of FRP grids can obviously improve the aseismic performance including the capacity and ductility of RC structures." @default.
- W2358091098 created "2016-06-24" @default.
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- W2358091098 date "2007-01-01" @default.
- W2358091098 modified "2023-09-28" @default.
- W2358091098 title "Aseismic Performance of Circular Concrete Columns Confined with FRP Grids" @default.
- W2358091098 hasPublicationYear "2007" @default.
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