| FRP筋混凝土梁界限配筋率的计算建议 |
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| 引用本文： | 张鹏,邓宇,李冰,朱梅,张胜利.FRP筋混凝土梁界限配筋率的计算建议[J].工业建筑,2008,38(10). |
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| 作者姓名： | 张鹏 邓宇 李冰 朱梅 张胜利 |
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| 作者单位： | 广西工学院,土木建筑工程系,柳州,545006 |
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| 摘 要： | 在明确定义FRP筋混凝土梁两种破坏模式的基础上,给出了FRP筋普通混凝土及预应力混凝土梁的"界限配筋率"的计算建议,可为今后的研究与设计提供参考。
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| 关 键 词： | FRP筋 混凝土梁 界限配筋率 计算方法 |
THE SUGGESTIONS ON COMPUTING CRITICAL REINFORCEMENT RATIO FOR CONCRETE BEAM REINFORCED WITH FRP BARS |
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| Zhang Peng,Deng Yu,Li Bing,Zhu Mei,Zhang Shengli.THE SUGGESTIONS ON COMPUTING CRITICAL REINFORCEMENT RATIO FOR CONCRETE BEAM REINFORCED WITH FRP BARS[J].Industrial Construction,2008,38(10). |
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| Authors: | Zhang Peng Deng Yu Li Bing Zhu Mei Zhang Shengli |
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| Abstract: | Based on the definition of two failure modes of concrete beam reinforced with FRP bars,the suggestions on computing critical reinforcement ratio for concrete beam reinforced with FRP bars and that of concrete beam reinforced with prestressed FRP bars are presented,which may be use for reference to further study and design. |
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| Keywords: | FRP bars concrete beam critical reinforcement ratio computing method |
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