[1]杨勇新,陈绪军,邢建英,等.玄武岩纤维布加固混凝土梁的抗弯疲劳性能试验[J].华侨大学学报(自然科学版),2010,31(4):443-447.[doi:10.11830/ISSN.1000-5013.2010.04.0443]
　YANG Yong-xin,CHEN Xu-jun,XING Jian-ying,et al.Study on Fatigue Performance of Reinforced Concrete Beams Strengthened with BFRP Sheet[J].Journal of Huaqiao University(Natural Science),2010,31(4):443-447.[doi:10.11830/ISSN.1000-5013.2010.04.0443]
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玄武岩纤维布加固混凝土梁的抗弯疲劳性能试验()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第31卷
期数:
2010年第4期
页码:
443-447
栏目:
出版日期:
2010-07-20

文章信息/Info

Title:
Study on Fatigue Performance of Reinforced Concrete Beams Strengthened with BFRP Sheet
文章编号:
1000-5013(2010)04-0443-05
作者:
杨勇新; 陈绪军; 邢建英; 汪健根; 胡玲
华侨大学土木工程学院; 九江学院土木工程与城市建设学院
Author(s):
YANG Yong-xin1;  CHEN Xu-jun1; 2;  XING Jian-ying1;  WANG Jian-gen1;  HU Ling1
1.College of Civil Engineering, Huaqiao University, Quanzhou 362021, China; 2.College of Civil Engineering and Urban Construction, Jiujiang University, Jiujiang 332005, China
关键词:
玄武岩纤维增强复合材料;  钢筋混凝土梁;  疲劳性能;  抗弯;  断裂破坏
Keywords:
basalt fiber polymer sheets;  reinforced concrete beam;  fatigue behavior;  bending;  fracture
分类号:
TU375.1
DOI:
10.11830/ISSN.1000-5013.2010.04.0443
文献标志码:
A
摘要:
通过2根玄武岩纤维布加固的钢筋混凝土梁和1根普通钢筋混凝土梁的弯曲疲劳性能试验研究,分析玄武岩纤维布对加固梁抗弯疲劳性能的影响.试验结果表明,采用玄武岩纤维布进行加固后,梁的抗疲劳性能得到极大改善; 粘贴1层和2层玄武岩纤维布后,钢筋混凝土梁的疲劳寿命分别提高了66%和235%,50万次时,其疲劳变形分别减小了26.04%和35.40%.在纤维布与混凝土粘结可靠的情况下,若梁的配筋率不超过2.5%,加固梁发生钢筋疲劳断裂破坏的可能性极大.
Abstract:
The bending fatigue test on one ordinary reinforced concrete beam and two reinforced concrete beams strengthened with basalt fiber polymer sheets(BFRP) is carried out,and the flexural fatigue performance of the reinforced concrete beams strengthened with BFRP is analyzed.The experimental results show that BFRP improves greatly the anti-fatigue performance of the beam.Pasting one layer or two layers of BFRP,the fatigue life of reinforced concrete beams increases by 66% and 235%; the fatigue deformation decreases by 26.04% and 35.40% for 500 thousand cycles.On condition of reliable bound between BFRP and concrete,if,the fatigue fracture of steel bars will occur greatly possibly for the reinforcement ratio less than 2.5%.

参考文献/References:

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备注/Memo

备注/Memo:
国家科技攻关(国际合作)项目(2005DFBA0002)
更新日期/Last Update: 2014-03-23