In order to research the strengthen

In order to research the strengthening effects of aramid fiber reinforced polymer ( AFRP) sheets on the flexural performance
of corroded reinforced concrete ( RC) beams, the static and fatigue performance of corroded RC beams strengthened
with non- prestressed AFRP sheets under different degrees of corrosion ( minor: reinforcement mass loss is 2. 0%,
medium: reinforcement mass loss is 6. 0%) have been researched experimentally in this paper, to compare with that of
the control beams ( un-strengthened and un- corroded) and un-strengthened corroded beams, and additionally compare
with fatigue performance of those medium corroded RC beams strengthened with prestressed AFRP sheets with permanent
anchors. The results show that, ( 1) compared with un-strengthened corroded beams under the same degrees of corrosion,
the cracking, yield and ultimate monotonic loads of the minor corroded RC beam strengthened with non- prestressed AFRP
sheets is respectively increased by 20%, 27% and 60%, whereas for the medium corroded RC beam strengthened with
non-prestressed AFRP sheets increased by 15%, 36% and 83% respectively. The ultimate deflection of the medium
corroded beam strengthened with non- prestressed AFRP sheets is 166% larger than that of the corroded un- strengthened
beam under the monotonic load. ( 2) The fatigue life of the non- prestressed AFRP strengthened medium corroded beam is
10. 4 times more than that of the un- strengthened corroded beam, but lower than that of the unstrengthened-uncorroded
( virgin) beam. ( 3) Fatigue experiments of the beams strengthened with prestressed AFRP sheets and with those non- prestressed
AFRP sheets show that the fatigue life of the retrofit RC beams increase with increasing prestress level of AFRP
sheets. ( 4) The use of AFRP sheets for strengthening corroded RC beams is an efficient technique that can maintain the
structural integrity and enhance the structural behavior of such beams.

結果 (中文) 1:

为了研究芳纶纤维加固效果增强聚合物 （AFRP） 片材抗弯性能受腐蚀的钢筋混凝土 （RC） 梁，静态和疲劳性能加强的锈蚀钢筋混凝土梁与非预应力芳纶根据不同程度的腐蚀 （轻微： 加固质量损失是 2.0%介质： 加固质量损失是 6。0%） 有本文相比，进行了实验研究控制梁 （未加固和非腐蚀） 和未加固锈蚀的梁，并另外比较与疲劳性能的那些介质腐蚀具有永久性的预应力芳纶纤维布加固的钢筋混凝土梁锚定。结果表明： （1） 与未加固锈蚀梁下相同程度的腐蚀，相比非预应力 AFRP 加固开裂、 屈服和轻微锈蚀钢筋混凝土梁的极限单调荷载床单是分别增加 20%、 27%和 60%，而用于介质腐蚀加固的钢筋混凝土梁非预应力芳纶分别增加了 15%、 36%和 83%。最终挠度的介质非预应力芳纶纤维布加固锈蚀的梁是 166%大于锈蚀联合国 — — 加强梁在单调荷载作用下。(2) 疲劳寿命的非预应力的 AFRP 加固中等腐蚀混凝土梁是10.4 倍以上，但低于抗弯加强联合国-锈蚀梁，(处女) 梁。(3) 疲劳试验梁的加强与预应力芳纶纤维布加固和那些非预应力芳纶表明，afrp 筋的预应力水平增加加固钢筋混凝土梁的疲劳寿命床单。(4) 使用 AFRP 床单锈蚀钢筋混凝土梁加固是一种高效的技术，可以保持结构完整性和增强这种梁的结构行为。

結果 (中文) 3:

为了研究芳纶纤维加固效果增强聚合物（AFRP）钢筋混凝土的抗弯性能
腐蚀板（钢筋混凝土）梁，锈蚀加固
与非预应力芳纶纤维布不同程度的腐蚀下钢筋混凝土梁的静力和疲劳性能（小：钢筋的质量损失为2。0%，加强质量损失
介质：6。0%）进行了实验研究，与对照相比，
梁（联合国加强联合国和联合国加强了锈蚀钢筋混凝土梁锈蚀），与介质中的疲劳性能比较
另外锈蚀预应力芳纶纤维布加固钢筋混凝土梁与永久
锚。结果表明，（1）与联合国加强了锈蚀钢筋混凝土梁腐蚀相同度下相比，
开裂，产量小的锈蚀钢筋混凝土梁与非预应力AFRP
片分别提高20%强化终极单调荷载，27%和60%，而介质腐蚀
非预应力AFRP加固增加15%钢筋混凝土梁，分别为36%和83%。介质的腐蚀
极限挠度与非预应力芳纶纤维布是大于166%的腐蚀联合国加强
在单调荷载下梁加固梁。（2）疲劳寿命的非预应力AFRP加固梁
10介质中腐蚀。4倍的比未加固锈蚀钢筋混凝土梁，但低于原腐蚀
（处女）梁。（3）对预应力芳纶纤维布与非预应力
AFRP加固梁疲劳试验表明，加固钢筋混凝土梁随AFRP
片预应力水平的疲劳寿命。（4）对AFRP加固锈蚀钢筋混凝土梁的使用，可以保持一个有效的技术
结构的完整性和提高这种梁的结构行为。