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碳纤维布加固钢筋混凝土梁非线性有限元分析
引用本文:肖红菊,孙玉永,张雷顺.碳纤维布加固钢筋混凝土梁非线性有限元分析[J].四川建筑科学研究,2009,35(1).
作者姓名:肖红菊  孙玉永  张雷顺
作者单位:1. 铜陵学院土木工程系,安徽,铜陵,244000
2. 同济大学道路与交通工程教育部重点实验室,上海,200331
3. 郑州大学环境与水利工程学院,河南,郑州450002
摘    要:在参考了其他学者在钢筋混凝土非线性有限元分析中所做工作的基础上,编制了完整的碳纤维布加固钢筋混凝土梁的非线性有限元分析程序.程序中采用了分离式有限元模型并且考虑了钢筋与混凝土之间粘结滑移关系.通过与试验梁对比,程序计算所得加固与未加固梁的极限承载力、梁的破坏形式、荷载-挠度曲线、加固层应变与试验值都很接近,验证了程序的可行性与适用性.

关 键 词:钢筋混凝土梁  碳纤维  非线性有限元  加固

Non-linear finite element analysis of CFRP strengthened reinforced concrete beam
XIAO Hongju,SUN Yuyong,ZHANG Leishun.Non-linear finite element analysis of CFRP strengthened reinforced concrete beam[J].Building Science Research of Sichuan,2009,35(1).
Authors:XIAO Hongju  SUN Yuyong  ZHANG Leishun
Affiliation:XIAO Hongju1,SUN Yuyong2,ZHANG Leishun3(1.College of Civil Engineering,Tongling School,Tongling244000,China,2.Key Laboratory of Road , Traffic Engineering of the Ministry of Education,Tongji University,Shanghai200331,3.School of Environmental & Hydraulic Engineering,Zhengzhou University,Zhengzhou450002,China)
Abstract:Basing on the achievements about the reinforced concrete non-linear finite element analysis,a program was written,which can be used to analyze CFRP strengthened reinforced concrete beam.A separate non-linear finite element model was proposed.The bonding and slipping between bar and concrete were concluded.Comparing to the experiment value including limit bearing capacity,type of beam destructing,load-deforming curve,strain of reinforced sheet,the effectiveness and applicability of the program was proved.
Keywords:reinforced concrete beams  CFRP  non-linear finite element  strengthen  
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