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- W2364262739 abstract "A new design model of steel-concrete composite columns for bearing heavy load has been presented in this paper, that is the steel-reinforced self-consolidating high-strength concrete filled square steel tube columns. In this type of composite columns, structural steel section is inserted into the steel tube and self-consolidating high-strength concrete is filled into the void between them. Thirteen composite columns were tested under axial compression. The experimental results showed that the behavior of self-consolidating columns and vibrated columns are almost the same; the encased structural steel section effectively delays or restrains the generation of shear sliding crack in high-strength concrete and therefore the ductility of the columns is improved; concrete strength, width-to-thickness ratio and the area of encased structural steel section have significant effects on the bearing-capacity and ductility of the columns. Finally, the formula for predicting the strength of the composite columns is proposed. The calculated values agree well with the experimental results." @default.
- W2364262739 created "2016-06-24" @default.
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- W2364262739 date "2005-01-01" @default.
- W2364262739 modified "2023-09-24" @default.
- W2364262739 title "Experimental study on axially loaded square steel tubes filled with steel-reinforced self-consolidating high-strength concrete" @default.
- W2364262739 hasPublicationYear "2005" @default.
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