EXPERIMENTAL RESEARCH ON STEEL-WORKSHOP COLUMN WITH WEB OPENING

Huang Dan; Hou Lei; Cai Jian

doi:10.13204/j.gyjz201203027

Volume 42 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(3): 128-132,42

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Huang Dan, Hou Lei, Cai Jian. EXPERIMENTAL RESEARCH ON STEEL-WORKSHOP COLUMN WITH WEB OPENING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 128-132,42. doi: 10.13204/j.gyjz201203027

Citation:

Huang Dan, Hou Lei, Cai Jian. EXPERIMENTAL RESEARCH ON STEEL-WORKSHOP COLUMN WITH WEB OPENING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 128-132,42. doi: 10.13204/j.gyjz201203027

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EXPERIMENTAL RESEARCH ON STEEL-WORKSHOP COLUMN WITH WEB OPENING

doi: 10.13204/j.gyjz201203027

1.
1. Guangdong Electric Power Design Institute,Guangzhou 510000,China;
2.
2. School of Civil Engineering and Transportation of South China University of Technology,Guangzhou 510000,China

Received Date: 2011-10-08
Publish Date: 2012-03-20

Abstract

Abstract

Experiment on three 1∶5 specimens of the plant column with web opening subjected to eccentric loading is carried out to study the failure mode,the strain,deformation and bearing capacity.The experimental results exhibit that the capacity and the deformation mode are deeply suffering from the influence of web openings,The effect of improving the mechanical behavior of the column by setting the stiffeners surrounding the opening is quite limited,but evidently by setting both stiffeners and thickening the web,the local shear deformation character is presented in the opening area.The works in this paper could be a reference for the design of congener structural components.
- steel structure,
- plant,
- column,
- opening,
- mechanical behavior

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References(5)

References

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曾毅恒,朱丹. 北京A380大跨机库节点承载力试验研究[J].土木工程学报,2008,(02):29-34.

王湛,黄冀卓. 深圳市民中心钢牛腿试验研究[J].建筑结构学报,2003,(03):50-54.

王秀丽,沈世钊. 钢框架梁腹板开孔型连接节点力学性能试验研究[J].工程力学,2006,(06):65-75.

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