Fire Resistance of Crisscross Concrete-Filled Steel Tube Core Columns in the Different Axial Compression

被引:2
作者
Xu, Yafeng [1 ]
Fu, Yi [1 ]
Zhang, Yubo [1 ]
Zhao, Xin [1 ]
机构
[1] Shenyang Jianzhu Univ, Coll Civil Engn, Shenyang 110168, Peoples R China
来源
ADVANCES IN STRUCTURES, PTS 1-5 | 2011年 / 163-167卷
关键词
Finite Element; Temperature Field; Fire Resistance; Axial Compression;
D O I
10.4028/www.scientific.net/AMR.163-167.157
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Crisscross concrete-filled steel tube core column is a kind of new component. In this paper, the cross-sectional temperature distributions and thermal-stress of crisscross concrete-filled steel tube core columns are analyzed by using nonlinear finite element method under eight-side fire, so we can acquire mechanics performance in the high temperature life and fire-resistant. Simulation results show that: this kind of construction has a good inherent performance under fire, moreover, reducing load is an effective measure to improve the fire resistance of crisscross concrete-filled steel tube core columns.
引用
收藏
页码:157 / 160
页数:4
相关论文
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Han L.H., 2004, Concrete Filled Steel Tube Structure
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Liu Y., 2002, THESIS DALIAN U TECH
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