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碳纤维布加固混凝土圆柱的承载力计算研究

The research of the capacity of the Compressive strength of reinforced concrete column confi ned by CFRP
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摘要 利用弹性力学的基础理论得出了FRP布加固钢筋混凝土轴压圆柱的承载力计算方法,并与试验数据进行验证,结果比较准确。 Based on the basic theory of Elasticity,A new compressive strength model of reinforced contrete column confined by composite matetial is deduced.The model is also compared to experimental datas.The results is right.
出处 《中国建材科技》 2010年第4期61-62,81,共3页 China Building Materials Science & Technology
关键词 碳纤维布 承载力 计算方法 CFRP capacity
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参考文献5

  • 1Mander JB,Priesdey MJN,Park R. Theoretical Stress-Strain Model for Confined Concrete[J].Journal of :Structural En gineering,1988,Vol. 14(8): 1804-1826.
  • 2Miyauchi K,Nishibayashi S, Inoue S,Karoda T,and Kobayashi A.,Strengthening effects of concrete columns with carbon fiber sheet,Transactions of Japan Concrete Institute,Vol.114:143-150 (1999).
  • 3Samaan M,Mirmiran A ,Shahawy M.Model of Concrete Confined by Fiber Composites.Journal of Structural Engineering, 1998:1025-1031.
  • 4Lam L,Teng J G,Strength models for fiber-reinforced plastic-confined concrete,ASCE,Vol.128,No.5:612 - 623.
  • 5滕锦光,陈建飞,ST史密斯,林力,《FRP加固混凝土结构》.中国建工出版社2004.

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