DISCUSSION ON THE MINIMUM RATIO OF THE REINFORCEMENT IN REINFORCED CONCRETE FLEXURAL MEMBERS WITH HRB500 BAR STEEL

Yu Qiubo

doi:10.13204/j.gyjz200901019

Volume 39 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(1): 90-92

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

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Yu Qiubo. DISCUSSION ON THE MINIMUM RATIO OF THE REINFORCEMENT IN REINFORCED CONCRETE FLEXURAL MEMBERS WITH HRB500 BAR STEEL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 90-92. doi: 10.13204/j.gyjz200901019

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

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DISCUSSION ON THE MINIMUM RATIO OF THE REINFORCEMENT IN REINFORCED CONCRETE FLEXURAL MEMBERS WITH HRB500 BAR STEEL

doi: 10.13204/j.gyjz200901019

Yu Qiubo

1.
Synthetical Design and Research Academy of Zhengzhou University,Zhengzhou 450002,China

Received Date: 2007-12-29
Publish Date: 2009-01-20

Abstract

Abstract

The calculation formula on the minimum ratio of the reinforcement in reinforced concrete flexural members is deduced in this paper. And some suggestions about the minimum ratio of the reinforcement in reinforced concrete flexural members with HRB500 steel bar are proposed based on the national regulation of the minimum ratio of the reinforcement at home and abroad. The reference is provided for placing HRB500 steel bar in the Code for design of concrete structures.
- HRB500 steel bar,
- reinforced concrete beam,
- flexural members,
- brittle failure,
- minimum ratio of reinforcement

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References(4)

References

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.

[2] 谭周玲, 余瑜, 傅剑平, 等. 非抗震梁受拉钢筋最小配筋率取值分析与建议[J]. 重庆建筑大学学报, 2003, 25(2): 37-42.

[3] 张艇. HRB500 钢筋混凝土构件受力性能的试验研究[D].: [硕士学位论文] . 郑州: 郑州大学, 2004.

[4] 徐有邻, 周氐. 混凝土结构设计规范理解与应用. 北京: 中国建筑工业出版社, 2002.

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