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芳纶纤维增强塑料筋混凝土劈裂粘结应力的理论分析 被引量:1

A Theoretical Analysis on Splitting Failure in Concrete Reinforced with AFRP Rods
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摘要 基于Tepfers受均匀内压力作用的厚壁圆筒力学模型和混凝土材料的软化性能,视芳纶纤维增强塑料筋为横观各向同性材料,同时考虑了芳纶纤维增强塑料筋与混凝土之间的摩擦力和机械咬合力,建立了芳纶纤维增强塑料筋与混凝土之间劈裂粘结应力的计算方法,其理论值与试验值符合较好。 A theoretical model for splitting stress based on the Tepfers model of thick - wall cylinder subjected to the internal pressure and fracture mechanics properties of concrete is presented. Assuming that the AFRP rods is transversely isotropic material, the mechanical interaction and the frictional action are taken into account. Good agreement is observed between the values using the experiments and the calculated results.
出处 《后勤工程学院学报》 2006年第1期55-58,62,共5页 Journal of Logistical Engineering University
关键词 芳纶纤维增强塑料筋 混凝土 劈裂粘结应力 计算模式 AFRP rods concrete splitting stress calculation model
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参考文献9

  • 1高向玲,李杰.钢筋与混凝土粘结强度的理论计算与试验研究[J].建筑结构,2005,35(4):10-12. 被引量:22
  • 2[2]Tepfera R.Cracking of concrete cover along anchored deformed reinforcing bars[J].Magazine of Concrete Research,1979,31 (106),3 -12.
  • 3[3]Ye J Q,Wu Z J.Micro-mechanical analysis of splitting failure in concrete reinforced with fiber reinforced plastic rods[J].Cement & Concrete Composites,2002,(22):243-251.
  • 4[4]Gao Jun.Modeling the mechanical Interationg between FRP bars and concrete[D].USA:the Johns Hopkins University,2000.
  • 5[5]Reinhardt H W,Van Der Veen C.Splitting failure of a strain-softening material due to bond stresses[A].In:Carpinteri (Ed.),Applications of Fracture Mechanics to Reinforced Concrete[C].Elsevier,Amsterdam,The Netherlands,1992:333-346.
  • 6[6]Darwin D,McCabe S L,Brown C J.Fracture analysis of steel -concrete bond,Frecture and Damage in Quasi -brittle Structures[M].UK:E & FN Spon,London,1994:549-556.
  • 7[7]Olofsson T,Noghabai K,Ohlsson U.Anchorage and Bond Properties in Concrete[A].In:Baker G,Karihaloo B L.Fracture of Brittle,Disordered Materials Concrete,Rock and Ceramics[C].UK:E & FN Spon,Chapman & Hall,1995:525-543.
  • 8[8]Noghabai K,Environmental effects on bond in reinforced concrete structures[A].In:Jostrom C S.(Ed.)Durability of Building Materials and Components 7 (Volume One),Proceedings of the 7th International Conference,Stockholm,Sweden[G].UK:E&FN Spon,Chapman &Hall,1996:605-614.
  • 9[9]Gambarova P G,Rosati G P.Bond and splitting in bar pull-out behavioral laws and concrete cover role[J].Magazine of Concrete Research,1997,49(179):99-110.

二级参考文献4

  • 1Tepfers R. Cracking of concrete cover along anchored deformed reinforcing bars. Magazine of Concrete Research, 1979, 31 (3).
  • 2Esfahani M R, Rangan B V. Local bond strength of reinforcing bars in normal strength and high-strength concrete (HSC). ACI Structural Journal, 1998,95(2).
  • 3Lundgren K. Pull-out tests of steel-encased specimens subjected to reversed cyclic loading. Materials and Structures. 2000, 33(4).
  • 4高向玲,李杰.钢筋混凝土粘结锚固的研究进展[J].结构工程师,2001,17(2):29-33. 被引量:22

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