Experimental investigation of fire-exposed steel tubular stub columns wrapped with CFRP sheets

2020 ◽  
Vol 253 ◽  
pp. 112807
Author(s):  
Kang He ◽  
Yu Chen
2011 ◽  
Vol 71-78 ◽  
pp. 826-829
Author(s):  
Qing Xin Ren ◽  
Ya Qing Mo ◽  
Lian Guang Jia ◽  
Hong Liu

In recent 10 years, inclined concrete-filled steel tubular (CFST) columns are applied for some real engineering projects in China. And so a total of 10 specimens were experimented to study the behaviors of the rectangular inclined CFST stub columns. The main parameters were the inclined angle (0 degree and 9 degree), the inclined orientation (major axis and minor axis) and with or without infilling concrete. Comparisons with predicted sectional strengths were made using the existing codes. The results clearly show that all the codes were conservative and available for predicting the capacities of the specimens.


2009 ◽  
Vol 31 (2) ◽  
pp. 300-307 ◽  
Author(s):  
M.A. Dabaon ◽  
M.H. El-Boghdadi ◽  
M.F. Hassanein

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