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GFRP筋混凝土连续梁跨中挠度计算方法研究
祁皑,吴智明
摘 要

(福州大学土木工程学院,福州 350002)
[摘要]推导了考虑弯矩重分布后的GFRP筋混凝土连续梁跨中挠度的计算公式,通过6根GFRP筋混凝土连续梁试验验证了公式的适用性,为进一步研究GFRP筋混凝土连续梁的受弯性能提供了参考。
[关键词]GFRP筋;连续梁;弯矩重分布;跨中挠度
Study on calculating formula of mid-span deformation of concrete continuous beams strengthened with GFRP bars
Qi Ai,Wu Zhiming(College of Civil Engineering, Fuzhou University, Fuzhou 350002, China)
Abstract:Calculating formula of mid-span deformation of concrete continuous beams strengthened with GFRP bars that considering moment redistribution is deduced. Six concrete continuous beams strengthened with GFRP bars are tested to verify the effectiveness of the formula. Reference to further research on the flexural behavior of concrete continuous beams strengthened with GFRP bars are presented.
Keywords:GFRP bars; continuous beam; moment redistribution; mid-span deformation
*福建省教育厅科技项目(JB02070)。
作者简介:祁皑,教授,博导,Email:qikai@fzu.edu.cn。
参考文献
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[2]H A ABDALLA.Evaluation of deflection in concrete members reinforced
with fiber reinforced polymer (FRP) bars[J].Composite Structures, 2002, 56:63-71.
[3]FAZA SS,GANGA RAO HVS.Pre-and post-cracking deflection behavior of concrete beams reinforced with fiber-reinforced plastic rebars[M].In:Neale KW,Labossiere P,editors. Proceedings of The First International Conference on the Use of advanced Composite Materials in Bridges and Structures,ACMBS I,Montreal:Canadian Society for Civil Engineering,1992:151-160.
[4]BENMOKRANE B,CHAALLAL O,MASMOUDI R.Flexural response of concrete beams reinforced with FRP reinforcing bars[J].ACI Structural Journal,1996,93(1):46-55.
[5]S H  ALSAYED,Y A AL SALLOUM,T H ALMUSALLAM.Performance of glass fiber reinforced plastic bars as a reinforcing material for concrete structures[J].Composites:Part B,2000,31:555-567.

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