Computer Simulation of Static Buckling of Double-Layer Portal Frame

Abstract:

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The buckling of no-way double-layer portal frame that column is fixed is simulated by using ANSYS. Through analyzing the portal frame subjected to different loads on the roof of the structure that are uniform load, trapezoidal load and triangular load, the critical buckling load of the double-layer portal frame and buckling mode are obtained. The regular between the critical buckling load and the form of the load on the roof can be acquired by the analysis of the results, which can be used as a reference for engineering application.

Info:

Periodical:

Edited by:

Xuejun Zhou

Pages:

2070-2073

DOI:

10.4028/www.scientific.net/AMM.94-96.2070

Citation:

Z. Y. Kang et al., "Computer Simulation of Static Buckling of Double-Layer Portal Frame", Applied Mechanics and Materials, Vols. 94-96, pp. 2070-2073, 2011

Online since:

September 2011

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Price:

$35.00

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