EXPERIMENT ON BEARING CAPACITY OF REINFORCED CONCRETE COLUMN WITH HRBF500

Yang Yongxin; Zhao Jinjie; Yue Qingrui; Lian Jie

doi:10.13204/j.gyjz200911007

Volume 39 Issue 11

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(11): 26-28

Yang Yongxin, Zhao Jinjie, Yue Qingrui, Lian Jie. EXPERIMENT ON BEARING CAPACITY OF REINFORCED CONCRETE COLUMN WITH HRBF500[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 26-28. doi: 10.13204/j.gyjz200911007

Citation:

Yang Yongxin, Zhao Jinjie, Yue Qingrui, Lian Jie. EXPERIMENT ON BEARING CAPACITY OF REINFORCED CONCRETE COLUMN WITH HRBF500[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 26-28. doi: 10.13204/j.gyjz200911007

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EXPERIMENT ON BEARING CAPACITY OF REINFORCED CONCRETE COLUMN WITH HRBF500

doi: 10.13204/j.gyjz200911007

1.
Central Research Institute of Building and Construction of MCC Group,Beijing 100088,China

Received Date: 2009-04-28
Publish Date: 2009-11-20

Abstract

Abstract

The experiment on 7 columns with HRBF500 under axial load was done,whose failure mode and bearing capacity subjected to different parameters such as concrete strength,ratio of reinforcement and slenderness ratio have been studied.The results show that the bearing capacity of reinforced concrete short column with HRBF500 is feasible according to the current code.
- hot rolled bars of fine grains,
- reinforced,

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References(6)

References

[2] 支艳斌,曹树卫,彭南超,等.超细晶粒钢筋热轧生产工艺研究[J].上海金属,2008,30(3):24-26.

GB 1499.22007钢筋混凝土用钢第2部分:热轧带肋钢筋[S].

[3] 肖建庄,代媛媛,赵勇,等.500 MPa细晶粒钢筋高温下的应力-应变关系[J].建筑材料学报,2008,11(3):276-282.

[4] GB 500102002混凝土结构设计规范[S].

[5] GB 501521992混凝土结构试验方法标准[S].

[6] 过镇海,时旭东.钢筋混凝土结构原理和分析[M].北京:清华大学出版社,2003.

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