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纤维增强塑料(FRP)在混凝土结构中的应用——FRP材料性能与发展 被引量:12

Fibre Reinforced Plastics (FRP) Used in Concrete Structures:Properties and Development
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摘要 简要地介绍了纤维增强塑料 (FRP)发展历史、生产过程及其优点 ,总结了常用类型的FRP在短期与长期荷载作用下的力学性能 ,并给出了作者在试验中得到的拉伸强度、弹性模量、松弛及徐变系数 .此外 。 The paper briefly describes the historical development, the production processes and the advantages of Fibre Reinforced Plastcs (FRP). It also summarizes the short_term and long_term mechanical properties of the common types of FRP reinforcement, together with some experimental results obtained by the authors on tensile strength, elastic modulus, relaxation and creep coefficient. An equation for predicting the long_term creep coefficient of AFRP tendons containing aramid fibres with epoxy matrix is proposed.
出处 《华南理工大学学报(自然科学版)》 EI CAS CSCD 北大核心 2002年第2期69-72,共4页 Journal of South China University of Technology(Natural Science Edition)
关键词 纤维增强塑料 混凝土结构 力学性能 拉伸强度 弹性模量 徐变系数 Fibre Reinforced Plastic(FRP) concrete structure mechanical property
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参考文献6

  • 1[1]Clark J L.Alternative materials for the reinforcement andprestressing of concrete [M]. Blackie Academic and Profession,1993.
  • 2[2]ACI Committee 440.State-of-art-report on fibre plasticreinforcement for concrete structures(ACI 440R-96)[S].Detroit:American Concrete Institute,1996.
  • 3[3]Applied Research of Australian Pty Ltd (AROA).Technicalinformation on GFRP rock anchors [R].Australia:Perth,1995.
  • 4[4]Dolan C.FRP development in the United States[A].Fibre-reinforced-plastic reinforcement for concretestructures:properties and applications [C].Amsterdam:Elsevier,1993.
  • 5[5]Erki M A,Rizkalla S H.A sample of international production FRPreinforcement for concrete structures [J].ConcreteInternational,1993,15(6):48-53.
  • 6[6]Gerritise A,Den Uijl J A.Long-term behavior ofArapree:non-metallic (FRP) reinforcement for concrete structures[A].Proceedings of the Second International RILEM Symposium[C].Belgium:E&FN Spon,1995.

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