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DISCUSSION ON THE MINIMUM RATIO OF THE REINFORCEMENT IN REINFORCED CONCRETE FLEXURAL MEMBERS WITH HRB500 BAR STEEL
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摘要: 对钢筋混凝土受弯构件最小配筋率计算公式进行推导,并结合我国与世界各国对最小配筋率的规定,对HRB5000钢筋混凝土受弯构件的最小配筋率提出建议,为将HRB500钢筋列入我国混凝土结构设计规范提供参考。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.
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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. 期刊类型引用(1)
1. 杨静，刘清，韩风霞，高金东，梁振武. 纤维增强复合材料满贴加固新疆杨木短柱轴心抗压试验研究. 工业建筑. 2016(03): 24-28+112 . 
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