Numerical Analysis of Fire Behavior of Reinforced Concrete Frame Structure

被引：1
|
作者：
Bi, Ran [1 ]
Liu, Yongjun [1 ]
Yan, Yumin [2 ]
Yao, Lihong [2 ]
机构：
[1] Shenyang Jianzhu Univ, Sch Civil Engn, Shenyang 110168, Peoples R China
[2] Shenyang Agr Univ, Coll Higher Occupat Technol, Shenyang 110122, Peoples R China
来源：
APPLIED MECHANICS AND MATERIALS I, PTS 1-3 | 2013年 / 275-277卷
关键词：
Frame Structure; Fire Simulation; Finite Element Model; Fire Resistance;
D O I：
10.4028/www.scientific.net/AMM.275-277.1024
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Analysis the fire behavior of the reinforced concrete frame structure from three aspects: the fire scene simulation, the temperature distribution and the deformation calculation of structure. Applying the actual temperature curves based on fire simulation software FDS to finite element analysis software ANSYS, get the temperature distribution and the deformation of structure under fire. Results show that structure will be destroyed because of the beams under fire are reaching the fire resistance, and the calculation results can meet the requirement of specification. Finally, the practical application shows the feasibility of getting the temperature-time curves with FDS instead of the international standard temperature-time curves for fire process analysis.
引用
收藏
页码：1024 / +
页数：2
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