Temperature Field Analysis of Concrete Filled Steel Tube Reinforced Concrete Columns in Fire

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In this paper, temperature field analysis of concrete filled steel tube reinforced concrete columns in fire has been carried on. A finite element model for concrete filled steel tube reinforced concrete columns in fire is developed by ABAQUS. The cross-sectional temperature field distribution regularity of concrete filled steel tube reinforced concrete columns in fire has been obtained. Parameter analysis such as fire duration time and steel ratio on the column section temperature field is conducted, and this provide the reference for the further analysis of concrete filled steel tube reinforced concrete columns.

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5019-5022

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September 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Linhai Han, Feiyu Liao, Zhong Tao, Zhe Hong. Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending. Journal of Constructional Steel Research, 65(2009) 1607-1616.

DOI: 10.1016/j.jcsr.2009.03.013

Google Scholar

[2] Linhai Han. Fire resistance of concrete filled steel tubular columns. Advance in Structural Engineering, 2(1998) 35–39.

DOI: 10.1177/136943329800200105

Google Scholar

[3] Linhai Han. Fire performance of concrete filled steel tubular beam-columns. Journal of Constructional Steel Research, 57(2001) 697–711.

DOI: 10.1016/s0143-974x(00)00030-4

Google Scholar

[4] Tianyi Song, Linhai Han, Hongxia Yu. Concrete filled steel tube stub columns under combined temperature and loading. Journal of Constructional Steel Research, 66(2010) 369–384.

DOI: 10.1016/j.jcsr.2009.10.010

Google Scholar

[5] Linhai Han, Hua Yang, Shuliang Cheng. Residual strength of concrete filled RHS stub columns after exposure to high temperatures. Advance in Structural Engineering, 5(2002) 123–134.

DOI: 10.1260/1369433021502614

Google Scholar