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弯折部位锚固长度对BFRP箍筋抗剪强度影响试验分析 被引量:1

Influence of the Anchorage Length on Folded Part to Shear Strength of the BFRP Stirrups
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摘要 通过对14个试件的试验研究,测定BFRP箍筋的抗剪性能,确定锚固长度对其抗剪强度的影响,从而得出BFRP箍筋抗剪强度和锚固长度的关系式。 This article draws a conclusion from the relations between the shear strength of the BFRP stirrups and the anchorage length by conducting experimental analysis of 14 test-pieces and by measuring the Shear strength performance of the BFRP stirrups which ensure the influence of the anchorage length to the shear strength.
作者 林锋
出处 《重庆建筑》 2010年第11期26-28,共3页 Chongqing Architecture
关键词 BFRP箍筋 抗剪强度 弯折部位 锚固长度 折减 BFRP stirrups shear strength anchorage length reduction
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参考文献3

  • 1Benmokrane B.Chaallal O.Masmoudi R Flexural response of concrete beams reinforced with FRP reinforcing bars[J].ACI,StructureJourna1.1996,91(1):46-55.
  • 2Ryan.David.Morthy.Behaviour of Fibre Reinforced Polymer (FRP) Stirrups as Shear Reinforcement for Concrete Structures[D].A Thesis of Structural Engineering Division Department of Civil and Geological Engineering University of Manitoba,06,1999.
  • 3Ehsani,M.R,H.Saadatmanesh,and S.Tao.Bond of Hooked Glass Fibre Reinforced Plastic (GFRP) Bars to Concrete[J].ACI Materials Journal,1995,92(4):391-400.

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