FRACTURE ANALYSIS OF THE INTERFACE BETWEEN STEEL AND FRP PLATE FOR THE STEEL BEAMS REINFORCED WITH FRP PLATE

Zheng Yun; Yue Qingrui; Hui Yunling; Ye Lieping

doi:10.13204/j.gyjz200811026

Volume 38 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(11): 106-108

Zheng Yun, Yue Qingrui, Hui Yunling, Ye Lieping. FRACTURE ANALYSIS OF THE INTERFACE BETWEEN STEEL AND FRP PLATE FOR THE STEEL BEAMS REINFORCED WITH FRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 106-108. doi: 10.13204/j.gyjz200811026

Citation:

Zheng Yun, Yue Qingrui, Hui Yunling, Ye Lieping. FRACTURE ANALYSIS OF THE INTERFACE BETWEEN STEEL AND FRP PLATE FOR THE STEEL BEAMS REINFORCED WITH FRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 106-108. doi: 10.13204/j.gyjz200811026

Citation:

PDF( 0 KB)

FRACTURE ANALYSIS OF THE INTERFACE BETWEEN STEEL AND FRP PLATE FOR THE STEEL BEAMS REINFORCED WITH FRP PLATE

doi: 10.13204/j.gyjz200811026

1.
1. Central Research Institute of Building and Construction,MCC Group Beijing 100088;
2.
2. Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2008-06-20
Publish Date: 2008-11-20

Abstract

Abstract

Fatigue experimental results indicate that the fatigue life of steel structures reinforced with FRP is obviously increased as compared to steel members un-repaired,but the interface at the end of FRP often delaminates between FRP and steel beams.Analysis and simplified analysis models,finite element method are applied to calculate the energy release rate based on the fracture mechanics method,and the measures to prevent the interface from delaminating are put forward.
- FRP glue line interface,
- fracture mechanics,
- energy release rate,

FullText(HTML)

References(9)

References

郑云,叶列平,岳清瑞.CFRP板加固含裂纹受拉钢板的疲劳性能研究.工程力学,2007,24(6):91-97

[2] Zheng Yun,Ye Lieping,Lu Xinzheng,et al.Finite Element Analysis for the Fatigue Behavior of Steel Plates Strengthened with CFRP Plates.Key Engineering Materials,2006:359-362

[3] Zheng Yun,Ye Lieping,Lu Xinzheng,et al.Experimental Stuay on Fatigue Behavior of Tensile Steel Plates Strengthened with CFRP Plates//Third International Conference on FRP Composites in Civil Engineering (CICE 2006),Miami,Florida,USA:2006:733-736

[4] 郑云,叶列平,岳清瑞.FRP加固钢结构的研究进展.工业建筑,2005,35(8):20-25

[5] Mukhopadhyaya P,Swamy N.Interface Shear Stress:A New Design Criterion for Plate Debonding.J Compos Construct,2001,5(1):35-43

[6] Broek D.Elementary Engineering Fracture Mechanics.Bucaresti:Nordhoff International Publishing,1982

[7] 郑云.FRP加固钢结构疲劳性能的试验和理论研究:[博士学位论文].北京:清华大学,2007

[8] Colombi P,Poggi C.An Experimental,Analytical and Numerical Study of the Static Behavior of Steel Beams Reinforced by Pultruded CFRP Strips.Compos Part B:Engng,2006(37):64-73

[9] Stratford T,Cadei J.Elastic Analysis of Adhesion Stresses for the Design of a Strengthening Plate Bonded to a Beam.Constr Build Mater,2006(20):34-45

Relative Articles

[1]	MAO Zhijie, HUANG Liang, WU Yue, ZENG Linghong, DENG Peng, LI Yin. Research on Mechanical Properties of FRP-Constrained Geopolymeric Recycled Concrete Mixed with Tailing Powder Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 209-217. doi: 10.13204/j.gyjzG22061601
[2]	Jin Xiaoqun, Zhong Weifeng. PROGRESS IN THE RESEARCH ON FRP-CONCRETE-STEEL DOUBLE-SKIN TUBULAR MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 139-144. doi: 10.13204/j.gyjz201508026
[3]	He Yuanye, Liu Qing, Wang Kexin. EXPERIMENTAL STUDY ON BENDING BEHAVIOR OF FRP STRENGTHENED RC BEAMS IN XINJIANG NATURAL CONDITIONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 76-79,112. doi: 10.13204/j.gyjz201203016
[4]	Ding Yahong, Zhang Meixiang. SUMMARY ON REINFORCING METHODS FOR CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 139-143,91. doi: 10.13204/j.gyjz201202031
[5]	Chen Wenyong, Chen Xiaobing, Ding Yi, Tang Jixiang. THE SHEAR BEHAVIOR OF CONCRETE BEAM REINFORCED WITH ECC AND FRP GRID[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 118-122. doi: 10.13204/j.gyjz200912029
[6]	Liu Jun, Li Yingmei, Li Qing. EXPERIMENTAL STUDY ON INTERFACIAL SHEARING PROPERTY OF FRP REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 79-81,96. doi: 10.13204/j.gyjz200811019
[7]	Xu Qingfeng, Zhu Lei. STATE -OF -THE -ART OF WOOD STRUCTURE STRENGTHENED WITH FRP[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 104-108. doi: 10.13204/j.gyjz200709024
[8]	Wu Gang, Wei Yang, Wu Zhishen, Jiang Jianbiao, Hu Xianqi. COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF RECTANGULAR CONCRETE COLUMNS STRENGTHENED WITH BFRP AND CFRP COMPOSITES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 14-18. doi: 10.13204/j.gyjz200706005
[9]	Yang Yong-xin, Guo Chun-hong, Cai Peng, Zhao Yan, Yue Qing-rui. THE EFFECT OF ULTRAVIOLET LIGHT ON CFRP-CONCRETE BOND PROPERTY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 18-20. doi: 10.13204/j.gyjz200608006
[10]	Guo Chun-hong, Yang Yong-xin, Yue Qing-rui, Zhao Yan, Cai Peng. WET-DRY CYCLING TEST OF SATURATING RESIN[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 16-17. doi: 10.13204/j.gyjz200608005
[11]	Hu Hai-tao, Yang Yong-xin, Guo Chun-hong, Zhao Yan, Cai Peng, Zhu Chong-zhao. THE EFFECT OF THE SEA WATER ON THE DURABILITY OF RESIN[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 13-15. doi: 10.13204/j.gyjz200608004
[12]	Yue Qing-rui, Yang Yong-xin, Guo Chun-hong, Cai Peng, Zhao Yan. RELATIONSHIP BETWEEN ACCELERATED AND OUTDOOR EXPOSURE EXPERIMENT RESULTS OF SATURATING RESIN[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 1-5. doi: 10.13204/j.gyjz200608001
[13]	Yang Yong-xin, Yue Qing-rui, Guo Chun-hong, Zhao Yan, Cai Peng. EVALUATION METHOD OF DURABILITY OF FRP[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 6-9. doi: 10.13204/j.gyjz200608002
[14]	Pan Jinglong, Hu Zhongjun, Xu Tian. STABLE BEARING CAPACITY EXPERIMENTAI STUDY OF THE AXIAL-COMPRESSION REINFORCED CONCRETE SLENDER COLUMNS CONFINED BY FIBER REINFORCED PLASTIC[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 24-28. doi: 10.13204/j.gyjz200509007
[15]	Zeng Zhixing. STUDY ON CRACK IN STEEL FIBER REINFORCED CONCRETE BASED ON FRACTURE MECHANICS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 53-55. doi: 10.13204/j.gyjz200503019
[16]	Tao Zhong, Gao Xian, Yu Qing. THEORETICAL ANALYSIS OF HYSTERETIC BEHAVIOR OF FRP-CONFINED RC COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 15-19. doi: 10.13204/j.gyjz200509005
[17]	Gao Xian, Tao Zhong, Yang Youfu, Yu Qing. HYSTERETIC BEHAVIOR OF CIRCULAR RC COLUMNS CONFINED WITH FRP JACKETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 11-14. doi: 10.13204/j.gyjz200509004
[18]	Tao Zhong, Zhuang Jinping, Yu Qing. MECHANICAL BEHAVIOR OF STUB COLUMNS OF FRP-CONFINED CONCRETE-FILLED STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 20-23. doi: 10.13204/j.gyjz200509006
[19]	Feng Peng, Ye Lieping. ANALYSIS AND EXPERIMENTAL STUDY OF STATICALLY LOADED GFRP HOLLOW SLAB[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 15-18,27. doi: 10.13204/j.gyjz200404004
[20]	Lai Wenhui, Pan Jinglong, Jin Xinan. COMPRESSIVE STRESS-STRAIN BEHAVIOR OF CONCRETE CONFINED BY FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 81-84. doi: 10.13204/j.gyjz200410024