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- W2392155205 abstract "A total of fifteen self-stressing and self-compacting concrete filled steel tube columns and three self-compacting concrete filled steel tube columns are tested under eccentric compression load to analyze the influence of initial self-stress on the compression behavior of the concrete filled steel tubes.The results show that the elastic working range of column is lengthened because of initial self-stress and it slightly decreases with the increase of load eccentricity ratio and slenderness ratio.Because of the initial self-stress,concrete core is always under compression in three directions,so the compactness is enhanced and the ultimate bearing capacity is increased obviously.But the initial self-stress hardly affects the failure mode of the columns." @default.
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- W2392155205 date "2008-01-01" @default.
- W2392155205 modified "2023-09-24" @default.
- W2392155205 title "Experimental research on self-stressing and self-compacting concrete filled steel tube subjected to eccentric compression load" @default.
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