| 预应力FRP加固钢筋混凝土梁的挠度计算方法 |
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| 引用本文： | 王先华,彭晖.预应力FRP加固钢筋混凝土梁的挠度计算方法[J].长沙交通学院学报,2010,26(2):48-52. |
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| 作者姓名： | 王先华 彭晖 |
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| 作者单位： | 1. 湖南大学,建筑装饰有限责任公司,湖南,长沙,410082
2. 长沙理工大学,土木与建筑学院,湖南,长沙,410004 |
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| 基金项目： | 交通部应用基础科技项目，湖南省教育厅科技项目 |
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| 摘 要： | 以试验为基础,结合中国公路桥梁设计规范中直接双线性法的原理,建立了加固结构的挠度计算公式,确定了关键系数,并将不同参数条件的试验结果与计算结果进行了对比.比较结果表明：计算结果与试验结果吻合良好.这表明该方法可以有效预测预应力FRP加固钢筋混凝土受弯结构的挠曲变形.
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| 关 键 词： | 预应力 FRP 加固 钢筋混凝土梁 挠度计算 |
Calculation method of deflection of reinforced concrete beam strengthened with prestressed FRP |
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| WANG Xian-hua,PENG Hui.Calculation method of deflection of reinforced concrete beam strengthened with prestressed FRP[J].Journal of Changsha Communications University,2010,26(2):48-52. |
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| Authors: | WANG Xian-hua PENG Hui |
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| Institution: | 1.Hunan University Architecture Decoration Co.,Ltd,Changsha 410082,China;2.School of Civil Engineering and Architecture,Changsha University ofScience ＆ Technology,Changsha 410004,China) |
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| Abstract: | Based on the experimental result,the formula of deflection was present,and the key coefficients of the formula were determined.Furthermore,the calculations of the formula were compared with the test results of the flexure specimens strengthened with varied prestressed FPR laminates,to verify the correctness of it.The comparison showed an excellent agreement between the calculations and the experimental results,which indicated that the formula can be used to predict the deformation of the reinforced concrete flexure structure. |
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| Keywords: | FRP |
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