EXPERIMENTAL STUDY ON SHORT COLUMN WITH WELDED H-STEEL REINFORCED CONCRETE UNDER AXIAL COMPRESSION

Yin Yingzi; Zhao Gentian; Shen Xiangdong

doi:10.13204/j.gyjz200807022

Volume 38 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(7): 89-91,119

Yin Yingzi, Zhao Gentian, Shen Xiangdong. EXPERIMENTAL STUDY ON SHORT COLUMN WITH WELDED H-STEEL REINFORCED CONCRETE UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 89-91,119. doi: 10.13204/j.gyjz200807022

Citation:

Yin Yingzi, Zhao Gentian, Shen Xiangdong. EXPERIMENTAL STUDY ON SHORT COLUMN WITH WELDED H-STEEL REINFORCED CONCRETE UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 89-91,119. doi: 10.13204/j.gyjz200807022

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EXPERIMENTAL STUDY ON SHORT COLUMN WITH WELDED H-STEEL REINFORCED CONCRETE UNDER AXIAL COMPRESSION

doi: 10.13204/j.gyjz200807022

1.
1. College of Architecture and Civil Engineering,Inner Mongolia University of Science and Technology Baotou 014010;
2.
2. College of Construction and Water,Inner Mongolia Agriculture University Huhhot 010018

Received Date: 2007-11-20
Publish Date: 2008-07-20

Abstract

Abstract

In order to study force performance of a new column,it is described the test results of nine stub-columns with partially encased welded H-section steel.The test studies the effects of steel ratio,width-thickness ratio of flange and space of horizontal bar on ultimate strength of short column.It has been found out by analysis that on condition of different steel ratios,the ultimate bearing capacity of a column is affected directly by the bearing capacity of PEC short column under axial load and its influencing factors,as well as steel ratio.
- welded H-section steel,
- PEC column,
- ultimate load capacity

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References(5)

References

[2] 高金良,姚民乐.轴心受压矩形钢管混凝土短柱承载力研究.建筑材料学报,2006,12(6):716-719

贺锋,周绪红,唐昌辉.钢管高强混凝土轴压短柱承载力性能的试验研究.工程力学,2000,8(4):61-66

[3] 朱美春,王清湘,冯秀峰.轴心受压钢骨-方钢管自密实高强混凝土短柱的力学性能的研究.土木工程学报,2006,6(6):35-41

[4] 徐亚丰,向常艳.钢骨-钢管混凝土轴压短柱模拟实验分析.沈阳建筑大学学报,2007,9(5):747-750

[5] 聂建国.钢管混凝土核心柱轴压极限承载力.清华大学学报.2005,45(9):1 153-1 156

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