Explosive spalling of high-strength concrete columns in fire

2001 ◽  
Vol 53 (3) ◽  
pp. 197-204 ◽  
Author(s):  
F. A. Ali ◽  
D. O'Connor ◽  
A. Abu-Tair
2014 ◽  
Vol 629-630 ◽  
pp. 273-278 ◽  
Author(s):  
Jian Zhuang Xiao ◽  
Qing Hai Xie ◽  
Yi Zhao Hou ◽  
Zhi Wei Li

A reliability analysis was conducted on high-strength concrete (HSC) columns during a fire. The influences of fire’s randomness and explosive spalling of concrete were investigated. The fire resistance for axial loading capacity of HSC columns was in terms of steel yield strength and concrete compressive strength with considering the effect of elevated temperatures. The load random variables included dead load and sustained live load. The JC method was applied to calculate the reliability index of the fire resistance of axially loaded HSC columns. It was found that the randomness of fire and explosive spalling of concrete had a significant influence on reliability of HSC columns.


2003 ◽  
Vol 7 ◽  
pp. 1001-1012 ◽  
Author(s):  
F. Ali ◽  
A. Nadjai ◽  
P. Glackin ◽  
Gordon Silcock ◽  
A. Abu-tair

2009 ◽  
Vol 7 (1) ◽  
pp. 123-134 ◽  
Author(s):  
Hassane Ousalem ◽  
Hiroto Takatsu ◽  
Yuji Ishikawa ◽  
Hideki Kimura

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