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- W2364140246 abstract "By the experimental studies on 19 short concrete columns wrapped with different types of fibers in filleted square cross-sections with different circumferential confining ratios under axial compression,they indicate that the strength and ductility can be efficiently improved.It is found that different wrapped fibers and different hybrid shape and matching of HFRP of strengthened columns have greatly reinforced load-carrying capacity.It is also testified that the shapes of stress-strain curves of FRP wrapped columns are π shape,and the failure process can be divided into four branch,namely,the elastic ascending branch,the elastoplastic ascending branch,the strength plateau and the descending branch.The strength and ductility are better from the shape of curve and the degree of satiation below the curve's area." @default.
- W2364140246 created "2016-06-24" @default.
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- W2364140246 date "2005-01-01" @default.
- W2364140246 modified "2023-09-28" @default.
- W2364140246 title "The experimental studies on behavior of concrete short columns wrapped with FRP under axial compression" @default.
- W2364140246 hasPublicationYear "2005" @default.
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