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Volume 36 Issue 4
Dec.  2014
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Wang Xiao-hui, Zhang Shu-lu, Xue Wei-chen. CACULATION METHOD FOR PRESTRESSING LOSS OF BONDED CFRP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 23-25. doi: 10.13204/j.gyjz200604007
Citation: Wang Xiao-hui, Zhang Shu-lu, Xue Wei-chen. CACULATION METHOD FOR PRESTRESSING LOSS OF BONDED CFRP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 23-25. doi: 10.13204/j.gyjz200604007

CACULATION METHOD FOR PRESTRESSING LOSS OF BONDED CFRP TENDONS

doi: 10.13204/j.gyjz200604007
  • Received Date: 2005-12-06
  • Publish Date: 2006-04-20
  • Six concrete beams prestressed with bonded CFRP tendons under static monotonous loadings are tested.Combined with relevant test results at home and abroad,the calculation methods on prestressing loss of bonded CFRP tendons are studied,and the corresponding design suggestions are proposed.
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  • 薛伟辰. 现代预应力结构设计. 北京: 中国建筑工业出版社, 2003
    王晓辉. 预应力 FRP 筋混凝土试验与理论研究: [ 硕士学位论文]. 上海: 同济大学, 2005
    Taerwe Luc R, Lambotte H, Miesseler Hans-Joachim. Loading Tests onConcrete Beams Prestressed with Glass Fiber Tendons. PCI Journal,1992: 84-97
    Katou T,Hayashida N. Testing and Applications of Prestressed ConcreteBeams with CFRP Tendons. Fiber-Reinforced-Plastic(FRP)Reinforcementfor Concrete Structures: Properties and Applications, Elsevier SciencePubilisher, 1993: 249-265
    Rajan Sen. Static Response of Fiber Glass Pretensioned Beams. Journal ofStructural Engineering, 1994, 120(1):25-31
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