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- W2757776594 abstract "The behaviour of High Strength Concrete (HSC) columns reinforced with the micro and macro steel fibre under concentric and different eccentric loads was investigated experimentally. Nine circular column specimens of 205 mm diameter and 800 mm height were cast and tested. The specimens were reinforced with the same amount of steel reinforcements. The specimens were divided into three groups of three specimens. The first group, Group RC contained no steel fibres. The second group, Group MI contained 3% by volume of micro steel fibres. The third group, Group MA contained 2% by volume of macro steel fibres. In each group, one specimen was tested under pure axial compression; one specimen was tested under 25 mm eccentric axial load and one specimen was tested under 50 mm eccentric axial load. The results showed that the strength of Group MI under different eccentric axial loads was higher than the strength of Groups MA and RC. It was found that the ductility of Group MA was greater than the ductility of Groups MI and RC." @default.
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- W2757776594 date "2016-01-01" @default.
- W2757776594 modified "2023-09-27" @default.
- W2757776594 title "Behaviour of high strength concrete columns reinforced with steel fibres under different eccentric loads" @default.
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