Experimental Investigation of Stiffened Square CFST Columns under Axial Load
2014 ◽
Vol 919-921
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pp. 1794-1800
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Abstract: 7 square steel tubular columns were tested to discuss the ultimate axial bearing capacity, ductility performance and the steel consumption under stiffened by steel belts and binding bars of different cross-sections. Test results indicate that only by increasing fewer amounts of steel usage, stiffened square CFST columns with binding bars can not only improve the overall effects of restraint and alleviate regional local buckling between the binding bars, but also improve the bearing capacity of concrete filled square steel tubular columns. The utility benefits and the economical benefit is considerable, deserving extensive use.
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2010 ◽
Vol 163-167
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pp. 3580-3585
2014 ◽
Vol 638-640
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pp. 197-201
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2010 ◽
Vol 163-167
◽
pp. 749-753
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2019 ◽
Vol 19
(04)
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pp. 1950045
2010 ◽
Vol 163-167
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pp. 4542-4545
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