Preliminary Research on Behavior of CFST Columns after Exposure to Overall Stage of Fire

Jing Xuan Wang; Peng Peng Zhang; Wen Da Wang

doi:10.4028/www.scientific.net/AMR.250-253.2729

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253Preliminary Research on Behavior of CFST Columns...

Preliminary Research on Behavior of CFST Columns after Exposure to Overall Stage of Fire

Abstract:

A finite element analysis (FEA) model was proposed to predict the behavior of concrete-filled steel tubular (CFST) columns at overall stage of fire combined load based on ABAQUS. The whole stage includes initial loading, heating, cooling and post-fire phases. Accurate thermal and material model, element type, and solution method were chosen reasonably in the model considering the temperature and combined load. Due to lacking of test data about multi-phase of fires, the FEA model was verified with tests at different stages respectively. Some experimental specimens under different thermal and mechanical conditions were modeled using the FEA model, and the results obtained have good agreement with the experimental results. The mechanism of the CFST columns after exposure to overall stage of fire was also investigated based on the model.

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Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

2729-2733

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.2729

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Online since:

May 2011

Authors:

Jing Xuan Wang, Peng Peng Zhang, Wen Da Wang

Keywords:

Concrete-Filled Steel Tubular (CFST) Column, Cooling Stage, Finite Element Model (FEM), Mechanical Behavior, Overall Stage of Fire

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References

[1] L.H. Han, Y.F. Yang, H. Yang and J.S. Huo: Thin-walled Structure. Vol. 40 (2002), pp.991-1012

Google Scholar

[2] L.H. Han and J.S. Huo: Journal of Structure Engineering. ASCE. Vol. 129 (2003), pp.68-78

Google Scholar

[3] L.H. Han and X.K. Lin: Journal of Structure Engineering. ASCE. Vol. 130 (2004), pp.1807-1819

Google Scholar

[4] L.H. Han, J.S. Huo and Y.C. Wang: Journal of Structural Engineering. ASCE. Vol. 133 (2007), pp.800-814

Google Scholar

[5] H. Yang, L.H. Han and Y.C. Wang: Journal of Constructional Steel Research. Vol. 64 (2008), pp.556-570

Google Scholar

[6] L.H. Han, X.K. Lin and Y.F. Yang: Advances in Structural Engineering, Vol. 11 (2008), pp.455-473

Google Scholar

[7] Hibbitt, Karlson & Sorensen Inc., in: ABAQUS/standard user's manual, Version 6.5. Providence (RI): Hibbitt, Karlsson, & Sorensen, Inc.(2005)

Google Scholar

[8] T.T. Lie: Journal of Structural Engineering. ASCE. Vol. 120 (1994), pp.1489-1509

Google Scholar

[9] L.H. Han: Concrete-filled steel tubular structure-theory and practice (2nd Edition). Beijing: Science Press, China (2007) (in Chinese)

Google Scholar

[10] W.H. Wang: Fire performance of concrete-filled steel tubular columns to RC beam planar frame. PhD dissertation, Fuzhou University (2009) (in Chinese)

Google Scholar

[11] T.T. Lie and M. Chabot: Journal of Fire Protection Engineering. Vol. 2 (1990), pp.111-126

Google Scholar