Statistical Review of the Fire Resistance of Concrete Columns

被引:3
|
作者
Buch, Shujaat Hussain [1 ]
Sharma, Umesh Kumar [2 ]
机构
[1] Islamic Univ Sci & Technol, Civil Engn Dept, Kashmir, India
[2] IIT, Civil Engn Dept, Roorkee, Uttar Pradesh, India
关键词
Concrete; Column; Fire resistance; Review; Spalling; PORE PRESSURE; STRENGTH; TEMPERATURE; BEHAVIOR; PERFORMANCE; REINFORCEMENT; STRATEGIES; CALCULATE; MODEL; HPC;
D O I
10.1007/s13369-022-07245-y
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Fire resistance of a structural element is predicted by numerical, analytical and empirical methods while as codes mostly provide prescriptive guidelines for determining fire resistance of RC columns. Many of these methods are reviewed for examining the influence of structural, material, mechanical and heating-related parametric variations on fire resistance of RC columns. Further, the feasibility of these methods in determining fire resistance of RC columns is reviewed. Moreover, emphasis is given on reviewing the role of spalling of concrete on fire resistance of RC columns. Accordingly, a systematic review of experimental data on fire resistance of RC columns is performed. The parametric variability and experimental discrepancy are both studied for fire resistance determination of RC columns.
引用
收藏
页码:5005 / 5018
页数:14
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