Numerical Simulation on Failure Modes of Light Steel Columns under High Temperature and Explosion

Article Preview

Abstract:

The nonlinear finite element method (FEM) was used in the paper by using LS-DYNA software to numerically study the failure mechanism of light steel columns under fire and explosion. The constitutive model under the combined effects of fire and explosion was established, and the numerical simulation analysis of the columns under combined effects of fire and explosion was performed. The results showed that the failure modes of the mentioned columns were all bending shear failures. The deformation diagrams of the column under the blast and different temperatures, respectively, were proposed and this will provide a foundation for establishing the failure modes and the simplified calculation method. According to the relationship between rotation angles at the ends of the column and temperatures, the damage index of D was proposed in this paper for the evaluation of the damage level of the simulated light steel column.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

3351-3356

Citation:

Online since:

October 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] B.A. Izzuddin, L. Song, A.S. Elnashai and P.J. Dowling: Journal of Constructional Steel Research Vol. 53 (2000), p.87

Google Scholar

[2] L. Song, B.A. Izzudin, A.S. Elnashai and P.J. Dowling: Journal of Constructional Steel Research Vol. 53 (2000), p.63

Google Scholar

[3] H. Chen and J.Y. Richard Liew: Journal of Structural Engineering Mechanics Vol. 131 (2005), p.606

Google Scholar

[4] J.Y. Richard Liew and H. Chen: Journal Structural Engineeing Vol. 130 (2004), p.991

Google Scholar

[5] J.Y. Richard Liew: Journal of Constructional Steel Research Vol. 64 (2008), p.854

Google Scholar

[6] H.X. Yu and J.Y. Richard Liew: International Journal of Advanced Steel Construction Vol. 1 (2005), p.79

Google Scholar

[7] H.X. Yu and J.Y. Richard Liew: International Journal of Advanced Steel Construction Vol. 1 (2005), p.97

Google Scholar

[8] The European Standard , in: EN. 1993-1-2: 2005 EUROCODE3, edited by European Committee for Standardisation, chapter 4 of Design of steel structures - Part 1-2: General rules - Structural fire design, BSI Pubishers (2001)

Google Scholar