EXPERIMENTAL STUDY OF HRB500 REINFORCEMENT CONCRETE COLUMNS UNDER MONOTONOUS ECCENTRIC COMPRESSION

Wang Quanfeng; Shen Zhangchun; Huang Yihui; Yang Yongxin

doi:10.13204/j.gyjz200907023

Volume 39 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(7): 83-86

Wang Quanfeng, Shen Zhangchun, Huang Yihui, Yang Yongxin. EXPERIMENTAL STUDY OF HRB500 REINFORCEMENT CONCRETE COLUMNS UNDER MONOTONOUS ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 83-86. doi: 10.13204/j.gyjz200907023

Citation:

Wang Quanfeng, Shen Zhangchun, Huang Yihui, Yang Yongxin. EXPERIMENTAL STUDY OF HRB500 REINFORCEMENT CONCRETE COLUMNS UNDER MONOTONOUS ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 83-86. doi: 10.13204/j.gyjz200907023

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EXPERIMENTAL STUDY OF HRB500 REINFORCEMENT CONCRETE COLUMNS UNDER MONOTONOUS ECCENTRIC COMPRESSION

doi: 10.13204/j.gyjz200907023

1.
Huaqiao University,Quanzhou 362021,China

Received Date: 2008-10-20
Publish Date: 2009-07-20

Abstract

Abstract

In order to generalize HRB500 reinforcement and provide warrant for the redaction of Code for Design of Concrete Structures,the experiment researches should be done on the main characteristic of HRB500 reinforcement concrete members.The results of experimental study of 4 HRB500 reinforcement concrete columns under monotonous eccentric compression are summarized.Based on 4 tests,the typical features of deflection,the failing forms and the compressive behavior of columns are analyzed.It is shown that the failure shape,the pattern of deflection and the strain distribution of section of experimental columns are similar to the ordinary high strength concrete columns.The actual capacity of bearing of higher strength concrete columns are smaller than the result with formula.
- HRB500 reinforcement,
- columns,
- high-strength concrete,
- deflection,
- eccentricity,
- compressive strain

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References(4)

References

GB 500102002混凝土结构设计规范[S];

[2] 过镇海,时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社,2003;

[3] 中国建筑科学研究院.混凝土结构设计[M].北京:中国建筑工业出版社,2003;

[4] 高强混凝土结构专题组.高强混凝土偏心受压柱正截面承载力[G]//混凝土结构研究报告选集(3).北京:中国建筑工业出版社,1994.

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