In-Plane Buckling Analysis of Gabled Arch Frame Steel Building

Jun Li; Yuan Qing Wang; Ting Chang; Fei Shi

doi:10.4028/www.scientific.net/AMM.71-78.3680

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Finite Element Analysis of High-Type Large Capacity End-Plate Connections
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 71-78In-Plane Buckling Analysis of Gabled Arch Frame...

In-Plane Buckling Analysis of Gabled Arch Frame Steel Building

Abstract:

In order to study characteristics and rules of the in-plane stability for gabled arch frame steel building, a well-known FEA software package ANSYS has been used to calculate the in-plane buckling of a gabled arch frame which has a span of 30m. The linear and extreme point buckling loads have been obtained under the circumstances of different rise-span ratio, full-span and half-span distributed load and initial deficiency. Then the buckling path for this kind of structure has been given. Finally, the buckling deformation rules were proof and the influence of rise-span ratio, load conditions and initial deficiency were also discussed.

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Periodical:

Applied Mechanics and Materials (Volumes 71-78)

Pages:

3680-3686

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.71-78.3680

Citation:

Cite this paper

Online since:

July 2011

Authors:

Jun Li, Yuan Qing Wang, Ting Chang, Fei Shi

Keywords:

Extreme Buckling, Gabled Arch Frame, Initial Deficiency, Linear Buckling

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References

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