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

ZHAO Xiaowan, XU Yidong, DAI Di, CAO Tianci, LI Yifan, PENG Jie. EXPERIMENTAL STUDY ON PAVEMENT PERFORMANCES OF CEMENT-STABILIZED SOIL REINFORCED WITH SUPER ABSORBENT POLYMERS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 154-158. doi: 10.13204/j.gyjzG20110202

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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

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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

[2] 张轲，叶列平，岳清瑞. 预应力碳纤维布加固混凝土梁弯曲疲劳性能试验研究[J]. 工业建筑，2005，35 (8 ): 1 3-1 9.

Richard A B，Geoffrey C M. Fatigue Performance of Concrete Beams Strengthened with CFRP Plates[J]. Journal of Composites for Construction，1 999，3 (2): 63-72.

[3] 张慎伟，王有志，张其林. 芳纶纤维布层数对加固梁疲劳性的影响[J]. 建筑材料学报，2006，9 (3 ): 302-306.

[4] Christos G Papakonstantinou，Michael F Petrou，Kent A Harries.Fatigue Behavior of RC Beams Strengthened with GFRP Sheets [J]. Journal of Composites for Construction，2001，3 (2 ): 246 -253.

[5] Dong Yongtao. Static and Fatigue Performance of Reinforced Concrete Beams Retrofitted with External CFRP Composites[D].University of IIIinois at Chicago，2003.

[6] Heffernan P J，Erki M A. Fatigue Behavior of Reinforced Concrete Beams Strengthened with Carbon Fiber Reinforced PlasticLaminates[J]. Journal of Composites for Construction，2004，4(3 ): 1 32-1 40.

[7] 陈绪军，杨勇新，邢建英，等. 玄武岩纤维布加固钢筋混凝土梁抗弯试验研究[J]. 郑州大学学报: 工学版，2009，6 (2 ): 61 -65.

[8] 吴刚，魏洋，吴智深，等. 玄武岩纤维与碳纤维加固混凝土矩形柱抗震性能比较研究[J]. 工业建筑，2007，37 (6 ): 8-1 0.

[9] 陈绪军，杨勇新，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研究[J]. 华侨大学学报: 自然科学版，201 0，31 (4 ): 443-447.

[1 0] 铁道部科学研究院混凝土疲劳专题组. 混凝土在等幅和变幅重复应力下疲劳性能的研究[R]. 北京: 铁道部科学研究院，1 990.

[11] Ranganathan N. Fatigue Crack Propagation Under Block Loading Analyzed in Terms of Equivalent Loading Concept [J].Engineering Fracture Mechanics，1 992，42 (1 ): 57-71.

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