预应力芳纶纤维布加固混凝土梁的疲劳试验

    Experimental Study on Fatigue Performance of RC Beams Strengthened With Prestressed AFRP Sheets

    • 摘要: 对带永久锚具的预应力芳纶纤维布加固混凝土梁的疲劳性能做了初步研究.通过4根混凝土梁的疲劳试验,对比了带永久锚具的预应力芳纶纤维布加固的混凝土梁与非预应力芳纶纤维布加固的混凝土梁的疲劳破坏形态、疲劳寿命、挠度和应变发展等力学性能,分析了芳纶纤维布的预应力水平对试件疲劳性能的影响.试验结果表明,预应力芳纶纤维布加固的试验梁与非预应力芳纶纤维布加固的基准梁相比,其疲劳寿命提高了33%~74%;加固梁的疲劳破坏源于受拉纵筋的疲劳破坏,纤维布的疲劳性能优于钢筋的疲劳性能.在试验研究基础上,建立了预应力芳纶纤维布加固混凝土梁的疲劳寿命计算公式.

       

      Abstract: In this paper,a primary study on fatigue performance of strengthening RC beams by using prestressed aramid fiber reinforced polymer(AFRP)sheets with permanent anchor was carried out.Based upon the experimental study of four specimens,the beams strengthened with prestressed AFRP sheets were compared with the beams strengthened with non-prestressed AFRP sheets on the fatigue failure,fatigue life, mid-span deflection and strain.And the effects of different prestress levels of AFRP sheets on these behaviors were discussed.The experimental results demonstrated that,for the comparison between the beams strengthened with prestressed AFRP sheets and the beams strengthened with non-prestressed AFRP sheets, the fatigue life was increased by 33 % to 74 %.The fatigue failure of the RC beams strengthened with AFRP sheets arose from the fatigue fracture of steel bars.This was because that fatigue performance of the AFRP sheets was better than that of the steel bars.Finally,the formulas for computing the fatigue life of the beams strengthened with prestressed AFRP sheets were proposed.

       

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