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预应力CFRP板加固混凝土梁挠度计算方法
引用本文:陈华,邓朗妮,张鹏. 预应力CFRP板加固混凝土梁挠度计算方法[J]. 桂林工学院学报, 2010, 30(2): 236-239
作者姓名:陈华  邓朗妮  张鹏
作者单位:广西工学院,土木建筑工程系,广西,柳州,545006
基金项目:国家自然科学基金项目,广西自然科学基金重点项目,柳州市科学研究与技术开发项目 
摘    要:在完成6根预应力碳纤维板加固混凝土梁抗弯试验基础上,对我国现行《公路钢筋混凝土及预应力混凝土桥涵设计规范》中适用于预应力混凝土梁短期刚度的计算公式进行了修正并提出了适合于预应力CFRP板加固混凝土梁挠度计算的建议公式,应用建议公式对本文的试验梁以及国内外8根试验梁进行了对比计算。结果表明,计算值与试验值吻合较好。

关 键 词:预应力  CFRP板  混凝土梁  挠度  试验  计算

Deflection Calculation of Concrete Beams Strengthened with Prestressed CFRP Plates
CHEN Hua,DENG Lang-ni,ZHANG Peng. Deflection Calculation of Concrete Beams Strengthened with Prestressed CFRP Plates[J]. Journal of Guilin University of Technology, 2010, 30(2): 236-239
Authors:CHEN Hua  DENG Lang-ni  ZHANG Peng
Affiliation:(Department of Civil Engineering and Architecture,Guangxi University of Technology,Liuzhou 545006,China)
Abstract:Based on the experiment of 6 concrete beams strengthened with prestressed CFRP plates,the calculation methods of short-term stiffness of prestressed concrete beams in China's"Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts"are modified,and formulas for deflection calculation of concrete beams strengthened with prestressed CFRP plates are suggested.The deflections of test beams and 8 existing specimens are calculated based on the proposed formulas.It is shown that the calculated values agree well with the experimental results.
Keywords:prestress  carbon fiber reinforced plastics plates(CFRP plates)  concrete beams  deflection  tests  calculation
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