Lateral Buckling Studied of Rectangular Plate with Two Opposite Edges Clamped under the Action of a Concentrated Loads

Song Jin Wu; Li Qiang Jiang; Wei Ning Yuan

doi:10.4028/www.scientific.net/AMR.671-674.1600

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Lateral Buckling Studied of Rectangular Plate with...

Lateral Buckling Studied of Rectangular Plate with Two Opposite Edges Clamped under the Action of a Concentrated Loads

Abstract:

This study is focus on investigating the lateral buckling of the rectangular plate with two opposite edges clamped under the action of concentrated load. A analytical method of thirty rectangular plate which fixed at two opposite edges with one hundred and fifty buckling modality of concentrated load has been calculated by using the ANSYS finite element software. The curves of lateral buckling minimum critical load could be achieved by the calculation. Compared with the results from the existing calculation formula, the limitation applicability of the formula would be determined. To have a better agreement with ANSYS analysis results, this formula would be corrected by the analysis of the comparison between existing formula and ANSYS results. This research could provide effective methods for engineering design.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

1600-1603

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.1600

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Online since:

March 2013

Authors:

Song Jin Wu*, Li Qiang Jiang, Wei Ning Yuan

Keywords:

Correction Coefficient, Lateral Buckling, Rectangular Plate

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References

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