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混杂纤维布加固混凝土梁抗弯疲劳性能试验研究
引用本文:陈绪军,李华锋,杨勇新. 混杂纤维布加固混凝土梁抗弯疲劳性能试验研究[J]. 工业建筑, 2012, 42(6): 77-82
作者姓名:陈绪军  李华锋  杨勇新
作者单位:1. 九江学院土木工程与城市建设学院,江西九江,332005
2. 中冶建筑研究总院有限公司,北京,100088
基金项目:九江学院重点资助科研项目
摘    要:通过5根钢筋混凝土梁的变幅疲劳试验,研究碳/玻璃混杂、碳/玄武岩混杂纤维布加固梁的弯曲疲劳性能,并与玄武岩纤维布加固梁进行了比较。结果表明:在纤维布粘贴层数相同条件下,混杂纤维布加固梁的抗疲劳性能更优,疲劳寿命明显延长。在均方根等效载荷法的基础上,得到了变幅疲劳试验梁的S-N曲线数学表达式,可供工程设计参数。

关 键 词:混杂纤维布  玄武岩纤维布  钢筋混凝土梁  疲劳性能  S-N曲线

EXPERIMENTAL STUDY ON FLEXURAL FATIGUE PERFORMANCE OF RC BEAMS STRENGTHENED WITH HYBRID FIBER SHEETS
Chen Xujun,Li Huafeng,Yang Yongxin. EXPERIMENTAL STUDY ON FLEXURAL FATIGUE PERFORMANCE OF RC BEAMS STRENGTHENED WITH HYBRID FIBER SHEETS[J]. Industrial Construction, 2012, 42(6): 77-82
Authors:Chen Xujun  Li Huafeng  Yang Yongxin
Affiliation:1.College of Civil Engineering and Urban Construction,Jiujiang University,Jiujiang 332005,China; 2.Central Research Institute of Building and Construction Co.,Ltd of MCC,Beijing 100088,China)
Abstract:The variable amplitude test of BC beams was investigated with 5 specimens,in which the flexural fatigue behavior of RC beams strengthened with carbon/glass hybrid fiber sheets and carbon/basalt hybrid fiber sheets was studied,and compared with that of RC beams strengthened with basalt fiber sheets.Experimental results showed that the anti-faigue properties of RC beams stengthened with hybrid fiber sheets was better,and the fatigue life was significantly prologed.Based on the root mean square(RMS) method,the S-N curves formula on variable amplitude fatigue was proposed,which may be reference for the engineering design.
Keywords:hybrid fiber sheets  basalt fiber sheets  reinforced concrete beam  fatigue behavior  S -N curve
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