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碳纤维增强塑料加固钢筋混凝土结构新技术 被引量:2

The New Technology on Reinforced Concrete Strengthened by Using Carbon Fiber Reinforced Plastics
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摘要 碳纤维加固技术与传统的加固方法相比具有明显的优势,本文对碳纤维加固法的国内外研究现状进行了简要分析,提出了继续研究方向。 Many advantages, such as lightweight, non corrosive, simple construction, and high tensile strength, make Carbon Fiber Reinforced Plastics (CFRP) emerge as an alternative to traditional strengthening materials in strengthening field. In this paper, the experimental and analysis research on literatures at home and abroad has been implemented, and the further study direction is also presented.
出处 《建筑科学》 2002年第5期25-28,共4页 Building Science
关键词 碳纤维增强塑料 加固 钢筋混凝土结构 碳纤维布 环氧树脂 Carbon Fiber Reinforced Plastic(CFRP) Carbon Fiber Sheets (CFS) epoxy resin
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参考文献1

  • 1加固行.碳纤维结构加固设计原理[M].-,2000..

同被引文献20

  • 1岳清瑞.碳纤维材料(CFRP)加固修补混凝土结构新技术[A]..建筑物鉴定论文集(第一届全国学术讨论会)[C].,1998..
  • 2高作平,陈明祥.混凝土结构粘贴加固技术新进展.北京:中国水利水电出版社,1999.
  • 3Thomas L W, Guy M. External Reinforcement of Concrete Beams Using Fiber Reinforced Plastics. ACI Structural Joumal, July August, 1991,490 ~ 499.
  • 4Grace N F, Sayed G A, Solimanand A K, et al. Strengthening Reinforced Concrete Beam Using Fiber Reinforced Polymer(FRP)Laminates. ACI Stuctural Journal, September October, 1999, 865~875.
  • 5Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. Reported by ACI Committee440, May 2000.
  • 6Thansis C. Triantafillou. Shear Stregthening of Reinforced Concrete Beams Using Epoxy Bonded FRP Composites. ACI Structural Journal. March April, 1998,107~115.
  • 7Amir M. Malek and Hamid Saadatmnesh. Ulitmate Shear Capacity of reinforced Concrete Beams Strengtbened with Web Bonded Fiber Reinforced Plastic Plates. ACI Structural Journal, July August, 1998,391 ~ 399.
  • 8Malek A. M, Saadatmanesh H. and Ehsani M. R. Prediction of Failure Load of RC Beams Strengthened with FRP Plate due to Stress Concentration at the Plate End. ACI Structural Journal,1998,95(1): 142 ~ 152.
  • 9日本东燃株式会社.FORCA碳素纤维补强工法技术资料[R].1997.7.
  • 10赵树红,李全旺,叶列平,张轲,岳清瑞.碳纤维布加固钢筋混凝土柱受剪性能试验研究[J].工业建筑,2000,30(2):12-15. 被引量:45

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