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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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,