ANALYSIS OF FATIGUE LIFE OF CONCRETE BEAMS REINFORCED WITH PRESTRESSED CFRP SHEETS

Zhang Ke; Ye Lieping; Yue Qingrui

doi:10.13204/j.gyjz200807027

Volume 38 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(7): 107-112

Zhang Ke, Ye Lieping, Yue Qingrui. ANALYSIS OF FATIGUE LIFE OF CONCRETE BEAMS REINFORCED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 107-112. doi: 10.13204/j.gyjz200807027

Citation:

Zhang Ke, Ye Lieping, Yue Qingrui. ANALYSIS OF FATIGUE LIFE OF CONCRETE BEAMS REINFORCED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 107-112. doi: 10.13204/j.gyjz200807027

Zhang Ke, Ye Lieping, Yue Qingrui. ANALYSIS OF FATIGUE LIFE OF CONCRETE BEAMS REINFORCED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 107-112. doi: 10.13204/j.gyjz200807027

Citation:

PDF( 0 KB)

ANALYSIS OF FATIGUE LIFE OF CONCRETE BEAMS REINFORCED WITH PRESTRESSED CFRP SHEETS

doi: 10.13204/j.gyjz200807027

1.
1. Beijing Zhongjianheng Test and Appraiser of Construction Engineering Co.,Ltd Beijing 100011;
2.
2. Civil Engineering Department,Tsinghua University Beijing 100084;
3.
3. Central Research Institute of Building and Construction,MCC Group Beijing 100088

Received Date: 2007-06-20
Publish Date: 2008-07-20

Abstract

Abstract

The full play to high-strength and high elasticity of CFRP sheets can be given by strengthening technology with prestressed CFRP sheets,which can increase remarkably fatigue life of a rein-forced concrete beam.It is analyzed the fatigue life of prestressed CFRP sheets under fatigue load,using local stress-strain method.The key parameters are determined by the test results,based on which practical calculation method of its fatigue life is also proposed.This method is more rational as compared to that in current code,which may provide a reference for subsequently researching fatigue theory and working out codes.
- prestress,
- CFRP sheets,
- strengthen,
- concrete beam,
- fatigue life

FullText(HTML)

References(11)

References

[2] Barnes and Richard Andrew.Fatigue Pedormance of Concrete Beams Strengthened with CFRP Plates.ASCE.Journal d Composites for Construction,1999(5):63-72

Curtis P T.The Fatigue Behavior of Fibrous Composite Materials.J.Strain Anal.1991,24(4):235-244

[3] 姚卫星.结构疲劳寿命分析.北京:国防工业出版社.2003

[4] GB 50010-2002混凝土结构设计规范

[5] 张轲.预应力碳纤维布加固混凝土粱弯曲疲劳性能研究:[博士学位论文].北京:清华大学,2005

[6] 宋玉普,张绍亮.混凝土结构疲劳强度验算方法的研究//混凝土结构基本理论及工程应用会议论文集.天津:天津大学出版社:1998:131-136

[7] Heffernan P J.Fatigue Behaviour of Reinforced Concrete Beams Strengthened with CFRP Laminates:[Ph.D Thesis].Department of Civil Engineering,Royal Military College of Canada Kingston:1997

[8] 赵顺波.钢筋混凝土板正截面疲劳性能试验研究.应用基础与工程科学学报,1999,7(3):289-297

[9] 赵少汴,王忠保.疲劳设计.北京:机械工业出版社,1992

[10] 航空航天工业部科学技术研究院.应变疲劳分析手册.北京:科学出版社,1991

[11] Sherif El-Tanwil and Cahit Ogunc etc.Static and Fatigue Analyses of RC Beams Strengthencd with CFRP Laminates.Journal of Composites for Construction,2001(11):258-267

Relative Articles

[1]	WANG Lijun, TAN Jinpeng, YU Haiqun, WANG Ming, LI Xingyu, LIU Yaopeng, XIA Bing, YU Wenhua, CUI Mingzhi, LI Jun'an. Ductile Seismic Design of Steel Frame Structures[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 40-51. doi: 10.3724/j.gyjzG24112602
[3]	Liu Lu, Wu Ziyan, Sun Hongbin. A METHOD FOR INFILLED RC FRAMES SEISMIC TARGET PERFORMANCE LEVELS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 67-71. doi: 10.13204/j.gyjz201504012
[4]	Wang Xuan, Li Bixiong, Wang Zhe, Xue Yongliang. REFLECT ON THE SEISMIC PROPERTY OF THE R.C. FRAME WITH INFILL WALLS DURING WENCHUAN EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 25-29. doi: 10.13204/j.gyjz200901005
[5]	Liu Hao, Wang Ningcang, Lu Lu. ASEISMIC DESIGN OF BOTTOM FRAME-ASEISMIC WALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 58-60,53. doi: 10.13204/j.gyjz200904014
[6]	Wang Chunwu. SEISMIC ANALYSIS OF MASONRY-INFILLED FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 14-16. doi: 10.13204/j.gyjz200702004
[7]	Yang Qiwei, Liang Xingwen, Jiang Jian. RESEARCH ON DISPLACEMENT-BASED SEISMIC DESIGN METHOD OF REINFORCED CONCRETE FRAME-SHEAR WALL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 1-5. doi: 10.13204/j.gyjz200702001
[8]	Qin Cong-lv, Qian Lei, Gan Gang, Zhang Ai-hui. SEISMIC DESIGN OF AN APARTMENT BUILDING WITH BOTTOM WEAK STORY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 36-38. doi: 10.13204/j.gyjz200610011