Research on Impact Response and Failure Modes of H Section Steel Frame Columns Subject to Blast Loads

Yun Fei Liu; Hong Gang Lei

doi:10.4028/www.scientific.net/AMM.204-208.3094

Paper Titles

The Stability Analysis of Tailings Dam under the Fluid-Solid Coupled Interaction
p.3078

Cracking Behavior Analysis of Carbon Fiber Reinforced Concrete Beam
p.3082

Application of Pressure Grouting for Crack Strengthening in Sanqing Hall
p.3086

Research on Interface Critical Fracture of Different Materials Based on Critical Fracture Curve
p.3090

Research on Impact Response and Failure Modes of H Section Steel Frame Columns Subject to Blast Loads
p.3094

Effect of Local Concrete Strength Decline on High Piers' Nonlinear Stability
p.3099

Crack Analysis on Reinforced Concrete Beams Strengthened by Externally Prestressing Vertical Tensioning Method
p.3104

A Study on Carbon Fiber Influence to Rebar Corrosion in Concrete
p.3114

Fracture Mechanism of Joints of Steel Box Column-H Steel Beam and Performance Study of Joints Strengthened with Haunches
p.3119

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Research on Impact Response and Failure Modes of H...

Research on Impact Response and Failure Modes of H Section Steel Frame Columns Subject to Blast Loads

Abstract:

Using finite software ANSYS LS/DYNA for simulating the impact response and failure modes of H section steel frame columns subject to blast loads，and loading different load conditions, changing column boundary conditions and web plate thickness. Conclusion: the failure model of steel columns changes with the change of load form,steel columns will be easy to occur shear failure in the end by the dynamic load, and the flange will be easy to occur bucking failure in local by impulse load; In the case of same size and web thickness, increase the web thickness can reduce the deformation of column effectively, improve the capability of H section steel column resist the blast load.

You might also be interested in these eBooks

Progress in Industrial and Civil Engineering

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

3094-3098

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.3094

Citation:

Cite this paper

Online since:

October 2012

Authors:

Yun Fei Liu, Hong Gang Lei

Keywords:

Blast Loading, Failure Mode, H Section Steel Frame Column, Impact Response

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] H.H. Jama M.R. Bambach , G.N. Nurick, R.H. Grzebieta X. -L. Zhao. Numerical modelling of square tubular steel beams subjected to transverse to blast loads[J]. Thin-Walled structures, 2009(47) : 1523-1534.

DOI: 10.1016/j.tws.2009.06.004

Google Scholar

[2] Guichang Yanga, Tat-Seng Lok. Analysis of RC structures subjected to air-blast loading accounting for strain rate effect of steel reinforcement [J]. International Journal of Impact Engineering, 2007(34): 1924–(1935).

DOI: 10.1016/j.ijimpeng.2006.11.009

Google Scholar

[3] LS-DYNA. Keyword user's manual [M]. California: Livermore Software Technology Corporation, (2006).

Google Scholar