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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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