| 基于界面强度理论CFRP嵌入式加固混凝土梁正截面承载力分析 |
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| 引用本文： | 尹志强.基于界面强度理论CFRP嵌入式加固混凝土梁正截面承载力分析[J].企业科技与发展,2008(5):137-139. |
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| 作者姓名： | 尹志强 |
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| 作者单位： | 广西电力工业勘察设计研究院,广西南宁530023 |
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| 摘 要： | 采用界面强度理论，提出了碳纤维布嵌入式加固混凝土梁正截面承载力的计算方法，为碳纤维布嵌入式加固法的加固设计和工程应用奠定基础。
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| 关 键 词： | 混凝土 碳纤维布 嵌入式加固 正截面承载力 |
Flexural capacity analyzing of RC beams NSM strengthened with CFRP sheets based on boundary strengthen theory |
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| Authors: | Yin Zhi-Qiang |
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| Institution: | Yin Zhi-Qiang(Guangxi Electric Power Industry Investigation Design and Research Institute, Nanning Guangxi 530023) |
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| Abstract: | Based on boundary strengthen theory, a method for calculating the flexural capacity of RC beams strengthened with CFRP sheets is proposed, which is the foundation of strengthening design and application. |
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| Keywords: | reinforced concrete CFRP sheet NSM strengthening flexural capacity |
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