| FRP加固钢筋混凝土受弯构件裂缝计算模式 |
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| 引用本文： | 蔺新艳,张雷顺,曹双寅.FRP加固钢筋混凝土受弯构件裂缝计算模式[J].特种结构,2006,23(4):93-95. |
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| 作者姓名： | 蔺新艳 张雷顺 曹双寅 |
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| 作者单位： | 1. 东南大学,土木工程学院,南京,210096
2. 郑州大学,环水学院,450002 |
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| 摘 要： | 本文主要讨论了外贴FRP加固钢筋混凝土梁的开裂性能,对我国现行钢筋混凝土设计规范GB50010-2002中的裂缝计算公式进行了适当的修正,提出了适用于加固构件的裂缝计算模型,该模型考虑了钢筋—混凝土和FRP—混凝土界面间粘结力的影响。文中对裂缝间距和裂缝宽度的模型预测结果和试验结果进行了比较,对比结果表明文中提出的计算模型是合理的。
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| 关 键 词： | FRP 钢筋混凝土 受弯构件 裂缝 计算模型 |
Crack Calculation Model of Reinforced Concrete Flexural Member with FRP Strengthened |
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| Lin Xinyan,Zhang Leishun,Cao Shuangyin.Crack Calculation Model of Reinforced Concrete Flexural Member with FRP Strengthened[J].Special Structures,2006,23(4):93-95. |
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| Authors: | Lin Xinyan Zhang Leishun Cao Shuangyin |
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| Abstract: | This paper focuses on the cracking analysis of RC beams strengthened with externally bonded fiber rein- forced polymer(FRP)sheets.A semi-empirical calculation model obtained based on the modification to the formula- tions in GB50010-2002 is presented,where both the force transfer of steel-concrete interface and that of FRP-concrete interface.Comparisons between theoretical predictions and experimental results,in terms of crack spacing and crack width,indicate that the proposed model is reasonable. |
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| Keywords: | Fiber reinforced polymer Reinforced concrete Flexural member Crack Calculation model |
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