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FRP筋混凝土柱的研究进展 被引量:7

RESEARCH PROGRESS OF FRP REINFORCED CONCRETE COLUMNS
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摘要 在恶劣环境条件下,钢筋混凝土结构中因钢筋锈蚀而引起结构的累计损伤,将影响到结构安全。国内外学者研究了很多对策,国外还开展了关于FRP筋混凝土柱性能的研究。为此,针对目前的研究成果,提出今后关于FR P筋混凝土柱研究的一些问题。 In atrocious environment, cumulative damage may occur in RC structures due to the corrosion which will affect the structure safety. Scholars home and abroad have taken a lot of measures against it and researches have been made abroad on the performance of FRP reinforced concrete column. Based on the re- search outcomes achieved up to now, some subjects to be noticed in the study of the column are proposed that may serve as reference for relevant persons.
作者 龚永智
出处 《建筑技术》 北大核心 2006年第11期836-838,共3页 Architecture Technology
基金 国家自然科学基金重点项目资助(50238030)
关键词 FRP筋 混凝土柱 抗压性能 FRP bar concrete column compressive behavior
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参考文献7

  • 1吕志涛.新世纪混凝土结构对新材料的挑战[C]//岳清瑞.中国首届纤维增强塑料(FRP)混凝土结构学术交流会论文集.北京:科学出版社,2000:1-4.
  • 2Wu,W-P.,1990,Thermomechanical Properties of Fiber Reinforced Plastic (FRP) Bars.PhD Dissertation,West Virginia University,Morgantown,West Virginia,1990,292.
  • 3Kobayashi,K.and Fujisaki,T.,1995.Compressive Behavior of FRP Reinforcement in Non-Prestressed Concrete Member.Nonmetallic (FRP) Reinforcement for Concrete Structure.Edited by Taerwe.E&FN Spon,London.267-274.
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  • 6Saatcioglu,M.and Sharbatdar,K.,2001.Use of FRP Reinforced in Column of New Structures.Proceedings of International Conference on FRP Composites in Civil Engineering,Edited by Teng J.G.,Hong Kong,China.1219-1226.
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