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- W3000702480 abstract "An analytical model is developed for fiber-reinforced polymer (FRP) confined hollow circular concrete columns subjected to axial compression to study the effect of cohesive stiffness on confining pressure. The results are corroborated using 3D finite element (FE) analysis. The FE model is used to study the effect of confining stiffness on the strength and mode of failure in hollow columns. For low confining pressures, quasi-brittle failure occurs due to shear banding in the concrete; whereas for confining pressures in excess of a threshold, the response is ductile. Strength and size effect in hollow columns are compared with solid columns with the same outer diameter, FRP thickness and material properties. It is seen that hollow columns have reduced strength and are more susceptible to a size effect than solid columns." @default.
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- W3000702480 date "2020-03-01" @default.
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- W3000702480 title "FRP confined hollow concrete columns under axial compression: A comparative assessment" @default.
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- W3000702480 doi "https://doi.org/10.1016/j.compstruct.2020.111857" @default.
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