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CFRP筋作为普通梁桥受力筋应用研究 被引量：1

Research on CFRP Tendon Applied as Stressing Reinforcement of Ordinary Bridge
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摘要 通过对现有桥梁破坏原因和梁桥受力破坏特性的分析,推导出应用CFRP筋的简支梁桥计算公式,并作进一步对比分析所得公式的适用性;讨论CFRP筋作为替代筋的优势及其可行性,并提出可能遇到的技术问题和可供参考的解决方案,指出今后需进一步研究的内容。 　Based on the analysis for damage causes of the existing bridge and damage characteristics of the stressing bridge,the calculating formula for the simply supported beams of CERP tendons is derived and the applicability of the formula is analyzed by further comparison.The advantages and feasibility of using CERP tendon as a substitute bar are discussed,some technical problems that may be encountered and the referential solutions are provided,and the contents that must be further studied in future are proposed as well.
作者 胡彦鹏 周世军 孙震
机构地区 兰州交通大学土木工程学院
出处 《水利与建筑工程学报》 2007年第4期99-101,共3页 Journal of Water Resources and Architectural Engineering
关键词 CFRP筋 碳纤维 复合材料 优势 可行性 CFRP tendon carbon fiber composite material advantage feasibility
分类号 U444 [建筑科学—桥梁与隧道工程]
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参考文献9

  • 1欧进萍,王勃,何政.CFRP加筋混凝土梁的力学性能试验与分析[J].土木工程学报,2005,38(12):8-12. 被引量：27
  • 2王勃 何政 张新越 等.纤维聚合物筋在土木工程中的应用[J].建筑技术,2003,34(2):134-135.
  • 3Benmokrane B,Chaallal O,Maasmoudi R.Flexural response of concrete beams reinforced with FRP reinforcing bars[J].ACI Structural Journal,1995,91(2):46-55.
  • 4Brown VL,Bartholomew CL.FRP reinforcing bars in reinforced concrete members[J].ACI Materials Journal,1993,90(1):34-39.
  • 5Vijay PV,Gangarao HVS.Bending behavior and deformability of glass fiber reinforced polymer reinforced concrete members[J].ACI Structural Journal,2001,98(6):834-842.
  • 6Benmokrane B,Zhang B,Laoubi K,Tighiouart B,Lord I.Mechanical and bond properties of new generation of isorod CFRP reinforcing bars for concrete structure[R].Technical Progress Report,ISIS Canada,2001.
  • 7薛伟辰,王晓辉.高性能碳纤维增强塑料(CFRP)绞线筋粘结性能研究[J].建筑结构学报,2006,27(6):67-73. 被引量：19
  • 8ACI Committee440.State of the art report on fiber reinforced plastic (FRP) reinforcement for concrete structures[R].American Concrete Institute,1996.
  • 9O-I1 Byon,Akira Kudob.Weatherability Flexural Properties of CFRP Subjected to Accelerated and Outdoor Exposures[J].Composites Sciencean Technology,2001.

二级参考文献16

  • 1徐有邻,宇秉训,朱龙,赵怀友.钢绞线基本性能与锚固长度的试验研究[J].建筑结构,1996,26(3):34-38. 被引量：37
  • 2王勃 何政 张新越 等.纤维聚合物筋在土木工程中的应用[J].建筑技术,2003,34(2):134-135.
  • 3ACI Committee 440. Guide for the design and construction of concrete reinforced with FRP bars [R]. American Concrete Institute, 2001.
  • 4ACI Committee 440. State-of-the-art report on fiber reinforced plastic (FRP) reinforcement for concrete structures [ R ]. American Concrete Institute, 1996.
  • 5Benmokrane B, Chaallal O, Maasmoudi R. Flexural response of concrete beams reinforced with FRP reinforcing bars[J]. ACI Structural Journal, 1995, 91 (2): 46-55.
  • 6Masmoudi R, Theriault M, Benmokrane B. Flexural behavior of concrete beams reinforced with deformed fiber reinforced plastic reinforcing rods [J]. ACI Structural Journal, 1998,95 (6) : 665 - 676.
  • 7Brown V L, Bartholomew C L. FRP reinforcing bars in reinforced concrete members [J]. ACI Materials Journal, 1993,90 (1): 34-39.
  • 8Nanni A. Flexural behavior and design of RC members using FRP reinforcement [ J ]. Journal of Structural Engineering ASCE, 1993, 119 (11): 3344-3369.
  • 9Vijay P V, Gangarao H V S. Bending behavior and deformability of glass fiber-reinforced polymer reinforced concrete members [ J ]. ACI Structural Journal, 2001, 98 ( 6 ) :834 - 842.
  • 10Benmokrane B, Zhang B, Laoubi K, Tighiouart B, Lord I.Mechanical and bond properties of new generation of isorod CFRP reinforcing bars for concrete structure [ R ]. Technical Progress Report, ISIS Canada, 2001.

共引文献51

同被引文献18

  • 1周长东,吕西林,金叶.火灾高温下玻璃纤维筋的力学性能研究[J].建筑科学与工程学报,2006,23(1):23-28. 被引量：32
  • 2Wang Y C,Kodur V.Variation of strength and stiff-ness of fibre reinforced polymer reinforcing bars withtemperature. Cement and Concrete Composites . 2005
  • 3Kodur V K R,Bisby L A,Green M F.Experimentalevaluation of the fire behaviour of insulated fibre-rein-forced-polymer-strengthened reinforced concrete col-umns. Fire Safety Journal . 2006
  • 4Kodur V K R,Bisby L A,Green M F.Preliminaryguidance for the design of FRP-strengthened concretemembers exposed to fire. Journal of Fire Protec-tion Engineering . 2007
  • 5Foster S K,Bisby L A.Fire survivability of external-ly bonded FRP strengthening systems. Journal ofComposites for Construction . 2008
  • 6Wang Y C,Wong P M H,Kodur V.An experimentalstudy of the mechanical properties of fibre reinforcedpolymer (FRP)and steel reinforcing bars at elevatedtemperatures. Composite Structures . 2007
  • 7Cao S H,Wu Z S,Wang X.Tensile properties ofCFRP and hybrid FRP composites at elevated temper-atures. Journal of Composite Materials . 2009
  • 8Karbhari V M.Materials considerations in FRP reha-bilitation of concrete structures. Journal of Materi-als in Civil Engineering . 2001
  • 9Karbhari V M,Zhao L.Use of composites for 21stcentury civil infrastructure. Computer Methods . 2000
  • 10Deak T,Czigany T.Chemical composition and me-chanical properties of basalt and glass fibers:a com-parison. Textile Research Journal . 2009

引证文献1

二级引证文献2

水利与建筑工程学报
2007年 第4期

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