Experimental Investigation on the Flexural Behaviour of Concrete Filled Steel Tubes with High Strength Materials

Author(s):  
J. Y. R. Liew ◽  
D. X. Xiong
2021 ◽  
Vol 898 ◽  
pp. 93-99
Author(s):  
Pavla Bukovská ◽  
Marcela Karmazínová ◽  
Michal Štrba

Concrete filled steel tubes (CFST) represent a composite building member suitable especially for the construction of columns of a skeleton frame. Filling the steel tube with concrete allows the use of suitable properties of both materials and their interaction. This is very beneficial in a fire exposure, where a circular column has slightly better fire resistance than a square column. In case of an assessment of columns at the ultimate limit state (ULS), a buckling resistance decides. In previous research, it was found that increasing the strength of concrete increases buckling resistance only to a certain extent. The main aim of the article is to show through a theoretical study what benefit the use of ultra-high strength concrete has for buckling resistance of CFST.


2018 ◽  
Author(s):  
Dongxu LI ◽  
◽  
Brian UY ◽  
Ehab HAMED ◽  
TAO Zhong ◽  
...  

2017 ◽  
Vol 119 ◽  
pp. 470-481 ◽  
Author(s):  
Muhammad Faisal Javed ◽  
N.H. Ramli Sulong ◽  
Shazim Ali Memon ◽  
Sardar Kashif Ur Rehman ◽  
Niaz Bahadur Khan

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