Paper Title:
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.

  Info
Periodical
Chapter
Chapter 7: Computer Simulation and CAD/CAE
Edited by
Xuejun Zhou
Pages
2070-2073
DOI
10.4028/www.scientific.net/AMM.94-96.2070
Citation
Z. Y. Kang, Z. J. Han, G. Y. Lu, Z. F. Liu, "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
$32.00
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