EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF SHUTTLESHAPE COLUMNS WITH UNIFORM CROSS SECTION IN THE MIDDLE PART

Yin Dongling; Hao Jiping; Chen Yongchang; Zhu Ruitao; Fan Chunlei; Duan Haiying; Xu Yaowu; Fang Minyong

doi:10.13204/j.gyjz201212018

Volume 42 Issue 12

Dec. 2014

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Yin Dongling, Hao Jiping, Chen Yongchang, Zhu Ruitao, Fan Chunlei, Duan Haiying, Xu Yaowu, Fang Minyong. EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF SHUTTLESHAPE COLUMNS WITH UNIFORM CROSS SECTION IN THE MIDDLE PART[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 81-85. doi: 10.13204/j.gyjz201212018

Citation:

Yin Dongling, Hao Jiping, Chen Yongchang, Zhu Ruitao, Fan Chunlei, Duan Haiying, Xu Yaowu, Fang Minyong. EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF SHUTTLESHAPE COLUMNS WITH UNIFORM CROSS SECTION IN THE MIDDLE PART[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 81-85. doi: 10.13204/j.gyjz201212018

Citation:

Yin Dongling, Hao Jiping, Chen Yongchang, Zhu Ruitao, Fan Chunlei, Duan Haiying, Xu Yaowu, Fang Minyong. EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF SHUTTLESHAPE COLUMNS WITH UNIFORM CROSS SECTION IN THE MIDDLE PART[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 81-85. doi: 10.13204/j.gyjz201212018

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EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF SHUTTLESHAPE COLUMNS WITH UNIFORM CROSS SECTION IN THE MIDDLE PART

doi: 10.13204/j.gyjz201212018

1.
1. Department of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China;
2.
2. The Airport Construction Headquarters,China West Airport Group,Xianyang 712035,China;
3.
3. Fuhuang Steel Structure Institute,Xi'an University of Architecture and Technology,Xi'an 710055,China

Received Date: 2012-06-20
Publish Date: 2012-12-20

Abstract

Abstract

It was presented a model experimental study on the shuttle-shape columns for the main building of the phase Ⅱ expansion project T3A terminal of Xianyang International Airport.Three SXZ models with a scale of 1/2 were tested under axial loading until failure.Their ultimate load-carrying capacities and failure mechanism were obtained and observed.Its ultimate bearing capacity was greater than 2 times its designed load,which could meet the requirements for design of the column.The results of test were compared with those obtained by FEM involved in ultimate load-carrying capacities,destruction modes and the load-displacement curves,and a good agreement was observed between them.In addition,based on FE model,it was analysed the effect of taper ratio and length ratio on the ultimate bearing capacity,and the formula between and Pu was presented.
- shuttle-shape column,
- scale test,
- ultimate load-carrying capacity,
- taper ratio,
- length ratio