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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

EXPERIMENTAL STUDY ON FLEXURAL FATIGUE PERFORMANCE OF RC BEAMS STRENGTHENED WITH HYBRID FIBER SHEETS

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【作者】 陈绪军李华锋杨勇新

【Author】 Chen Xujun1 Li Huafeng1 Yang Yongxin2(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)

【机构】 九江学院土木工程与城市建设学院中冶建筑研究总院有限公司

【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。

【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.

【基金】 九江学院重点资助科研项目(2011KJ01)
  • 【文献出处】 工业建筑 ,Industrial Construction , 编辑部邮箱 ,2012年06期
  • 【分类号】TU375.1
  • 【被引频次】11
  • 【下载频次】326
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