The Performance of Steel Beams in the High Temperature

Article Preview

Abstract:

To study the performance of steel at elevated temperatures, the stress and deformation of steel beam were analyzed under high temperature in this paper. During the analysis, the properties of steel material must be defined firstly, which are the decisive factor affecting the carrying capacity of steel beam. The mechanical and physical properties of steel at high temperatures were accessed accordance to the provisions of the European specification in analysis. The finite element program ANSYS was used to analyze the constraints steel beam, which subjected to the uniformly line loads, then the steel beam was heated up continuously, and the mechanical properties and deformation of the steel beam was analyzed at different temperatures. The regularity of mid-span deflection changing with temperature was concluded, so as the variation of axial stress at both ends of the steel beam.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

3-6

Citation:

Online since:

December 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] M. Feng, Y.C. Wang. (2005). An Experimental Study of Loaded Full-Scale Cold-Formed Thin-Walled Steel Structural Panels under Fire Conditions. Fire Safety Journal. Vol. 40 (1), pp.43-63.

DOI: 10.1016/j.firesaf.2004.08.002

Google Scholar

[2] J. Y. Richard Liew. (2008). Survivability of Steel Frame Structures Subject to Blast and Fire. Journal of Constructional Steel Research. Vol. 64 (7-8), pp.854-866.

DOI: 10.1016/j.jcsr.2007.12.013

Google Scholar

[3] K. Ghazi Wakili, L. Wullschleger, E. Hugi. (2008). Thermal Behaviour of a Steel Door Frame Subjected to the Standard Fire of ISO 834: Measurements, Numerical Simulation and Parameter Study. Fire Safety Journal. Vol. 43 (5), pp.325-333.

DOI: 10.1016/j.firesaf.2007.11.003

Google Scholar

[4] J. I. Ghojel, M. B. Wong. (2005). Three-Sided Heating of I-Beams in Composite Construction Exposed to Fire. Journal of Constructional Steel Research. Vol. 61 (6), pp.834-844.

DOI: 10.1016/j.jcsr.2004.11.006

Google Scholar

[5] H. Chen, J. Y. Richard Liew. (2005). Explosion and Fire Analysis of Steel Frames Using Mixed Element Approach. Journal of Engineering Mechanics. Vol. 131 (6), pp.606-616.

DOI: 10.1061/(asce)0733-9399(2005)131:6(606)

Google Scholar

[6] M. B. Wong. (2006). Effect of Torsion on Limiting Temperature of Steel Structures in Fire. Journal of Structural Engineering. Vol. 132 (5), pp.726-732.

DOI: 10.1061/(asce)0733-9445(2006)132:5(726)

Google Scholar

[7] NEN-EN 1993-1-2. (2005). Eurocode 3: Design of Steel Structures-Part 1-2: General Rules-Structural Fire Design. Brussels: European Committee for Standardization.

DOI: 10.1002/9783433601570.oth1

Google Scholar

[8] Moaveni, Saeed, (2003). in: Finite element analysis: theory and application with ANSYS, Upper Saddle River, N. J. Pearson Education.

Google Scholar

[9] W. H. Hao, Y. M. Ye, (2005). in: Applications of ANSYS in civil engineering, China WaterPower Press.

Google Scholar