Computer Simulation of Static Buckling of Double-Layer Portal Frame

Zuo Yi Kang; Zhi Jun Han; Guo Yun Lu; Zhi Fang Liu

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

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 94-96Computer Simulation of Static Buckling of...

Computer Simulation of Static Buckling of Double-Layer Portal Frame

Abstract:

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.

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Periodical:

Applied Mechanics and Materials (Volumes 94-96)

Pages:

2070-2073

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.94-96.2070

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Online since:

September 2011

Authors:

Zuo Yi Kang, Zhi Jun Han, Guo Yun Lu, Zhi Fang Liu

Keywords:

ANSYS, Critical Buckling Load, Double-Layer Portal Frame, Static Buckling

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