Research on Dynamic Factor of the Column with Different Constraints Subjected to Blast Shock

Article Preview

Abstract:

In this paper, the finite element program LS-DYNA was used to simulate the dynamic response of RC column with different constraints subjected to blast pressure. Through analyzing the five group columns with fixed end as well as one end fixed and one end simply supported, the maximum middle displacement and its relation with T/Tω were obtained. Thereby the dynamic factor of the column under blast pressure was acquired. Consequently the displacement response spectrum curve of the column was drawn. The results provide reference value to the design and protection of the RC column.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

1785-1789

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] GuoQiang Li, JianYun Sun, KaiQiang Wang. Research on A Simplified Frame Column Model to Resist Blast Load. Journal of Vibration and Shock, 2007, 26(1) , pp.8-11.

Google Scholar

[2] BakerW E. Explosion in air. University of Texas Press, Austin, Texas, 1973, pp.200-208.

Google Scholar

[3] Henrych J. The Dynamics of Explosion and its Use. Am-sterdam: Elsevier scientific Publishing Company, (1979).

Google Scholar

[4] YanLi Hou, Dynamic Response of the Concrete Column under Explosive and Impact Loads[M]Chang'an University, 2008. 5.

Google Scholar

[5] R.W. Clough, J. Penzien. Structural Dynamics. Beijing: Science Press, (1983).

Google Scholar