Experimental research and analysis of load capacity and deformability of slender high strength concrete columns in biaxial bending

2016 ◽  
Vol 107 ◽  
pp. 47-65 ◽  
Author(s):  
Krzysztof Koziński ◽  
Andrzej Winnicki
2013 ◽  
Vol 671-674 ◽  
pp. 454-460
Author(s):  
Xiao Dan Fang ◽  
Guan Xin Chen ◽  
Hong Wei ◽  
Zheng Qin Yao

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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