- 摘 要
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(福州大學(xué)土木工程學(xué)院,福州 350002)
[摘要]推導(dǎo)了考慮彎矩重分布后的GFRP筋混凝土連續(xù)梁跨中撓度的計(jì)算公式,通過(guò)6根GFRP筋混凝土連續(xù)梁試驗(yàn)驗(yàn)證了公式的適用性,為進(jìn)一步研究GFRP筋混凝土連續(xù)梁的受彎性能提供了參考。
[關(guān)鍵詞]GFRP筋;連續(xù)梁;彎矩重分布;跨中撓度
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
*福建省教育廳科技項(xiàng)目(JB02070)。
作者簡(jiǎn)介:祁皚,教授,博導(dǎo),Email:qikai@fzu.edu.cn。
參考文獻(xiàn)
[1]吳智明,祁皚. FRP筋混凝土受彎梁正截面受力分析[J].工程抗震與加固改造,2006,28(3):26-30.
[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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