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预应力碳纤维板加固混凝土梁抗弯承载力设计计算方法
引用本文:张俊,赵泽俊,邓朗妮,康侃,贾松林.预应力碳纤维板加固混凝土梁抗弯承载力设计计算方法[J].桂林工学院学报,2011,31(1):73-76.
作者姓名:张俊  赵泽俊  邓朗妮  康侃  贾松林
作者单位:广西工学院土木建筑工程系;广西建工集团第五建筑工程有限责任公司;
基金项目:广西自然科学基金项目(2010GXNSFB013006),广西自然科学基金重点项目(桂科自0832002Z); 柳州市科学研究与技术开发项目(2009010301)
摘    要:在确定预应力碳纤维板加固混凝土梁极限状态的基础上,分别给出预应力碳纤维板在梁底面粘贴和梁两侧粘贴进行加固时的设计计算方法。算例表明:该方法同非预应力加固方法相比可有效提高其抗弯强度及刚度,同时可减少碳纤维用量、节省工程总造价。

关 键 词:预应力  碳纤维板  混凝土梁  设计

Bending Bearing Capacity Calculation of Concrete Beams Strengthened with Prestressed CFRP Plates
ZHANG Jun,ZHAO Ze-jun,DENG Lang-ni,KANG Kan,JIA Song-lin.Bending Bearing Capacity Calculation of Concrete Beams Strengthened with Prestressed CFRP Plates[J].Journal of Guilin University of Technology,2011,31(1):73-76.
Authors:ZHANG Jun  ZHAO Ze-jun  DENG Lang-ni  KANG Kan  JIA Song-lin
Affiliation:ZHANG Jun1,ZHAO Ze-jun2,DENG Lang-ni1,KANG Kan1,JIA Song-lin1(1.Department of Civil Engineering and Architecture,Guangxi University of Technology,Liuzhou 545006,China,2.Fifth Construction Engineering Company of Guangxi Construction Engineering Group,Liuzhou 545001,China)
Abstract:Base on the determination of the ultimate state,the design calculation methods of the strengthened RC beams underside-bonded and side-bonded with prestressed CFRP plates are proposed respectively.Tests show that the prestressed CFRP plates can increase the bending bearing capacity and stiffness of concrete beam,and reduce the cost in CFRP and the whole project.
Keywords:prestress  carbon fiber reinforced polymer plate(CFRP plate)  concrete beam  design  
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