Experimental Research on Steel Bar Reinforced High-Strength Concrete Columns
Xiao Fang, Guan Xin Chen, Hong Wei, Zheng Qin Yao
Abstract
Xiao Fang, Guan Xin Chen, Hong Wei, Zheng Qin Yao
Abstract
4 steel bar reinforced high-strength concrete column specimens were tested under axial compression in order to study how different height width ratios, different stirrup ratios and different steel bar reinforcement ratios influence the failure mode of the members and the bearing capacity. Results show that the steel bar reinforced high-strength concrete columns are applicable to practical engineering.
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4 steel bar reinforced high-strength concrete column specimens were tested under axial compression in order to study how different height width ratios, different stirrup ratios and different steel bar reinforcement ratios influence the failure mode of the members and the bearing capacity. Results show that the steel bar reinforced high-strength concrete columns are applicable to practical engineering.
Key concepts: Stirrup, Steel bar, Materials science, Bar (unit), Reinforcement, Bearing capacity, Structural engineering, Column (typography)