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

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

Shu Ganping, Zheng Baofeng, Shen Xiaoming. IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 41-44. doi: 10.13204/j.gyjz2011205006

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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

Shu Ganping, Zheng Baofeng, Shen Xiaoming. IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 41-44. doi: 10.13204/j.gyjz2011205006

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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,

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References(9)

References

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[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

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