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

Chen Xujun; Li Huafeng; Yang Yongxin

doi:10.13204/j.gyjz201206017

Volume 42 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(6): 77-82

Liao Ying, Xu Weishuang. STUDY ON FUZZY RANDOM METHOD FOR STABILITY OF EXCAVATION SOIL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 85-88. doi: 10.13204/j.gyjz201006019

Citation:

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. doi: 10.13204/j.gyjz201206017

Liao Ying, Xu Weishuang. STUDY ON FUZZY RANDOM METHOD FOR STABILITY OF EXCAVATION SOIL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 85-88. doi: 10.13204/j.gyjz201006019

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

doi: 10.13204/j.gyjz201206017

1.
1. College of Civil Engineering and Urban Construction,Jiujiang University,Jiujiang 332005,China;
2.
2. Central Research Institute of Building and Construction Co.,Ltd of MCC,Beijing 100088,China

Received Date: 2012-02-21
Publish Date: 2012-06-20

Abstract

Abstract

The variable amplitude test of BC beams was investigated with 5 specimens, in which the flexural fatiguebehavior of RC beams strengthened with carbon /glass hybrid fiber sheets and carbon /basalt hybrid fiber sheets wasstudied, and compared with that of RC beams strengthened with basalt fiber sheets. Experimental results showed thatthe anti-faigue properties of RC beams stengthened with hybrid fiber sheets was better, and the fatigue life wassignificantly prologed. Based on the root mean square(RMS) method, the S - N curves formula on variable amplitudefatigue was proposed, which may be reference for the engineering design.
- hybrid fiber sheets,
- basalt fiber sheets,
- reinforced concrete beam,
- fatigue behavior,
- S-N curve

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References(11)

References

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