THE EXPERIMENTAL STUDY OF CONCRETE BEAMS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP

Ding Ya-hong; Zeng Xian-tao; Wang Xing-guo

doi:10.13204/j.gyjz200607024

Volume 36 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(7): 89-91

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Ding Ya-hong, Zeng Xian-tao, Wang Xing-guo. THE EXPERIMENTAL STUDY OF CONCRETE BEAMS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 89-91. doi: 10.13204/j.gyjz200607024

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THE EXPERIMENTAL STUDY OF CONCRETE BEAMS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP

doi: 10.13204/j.gyjz200607024

1.
1. School of Civil Engineering,Henan Polytechnique University Jiaozuo 454003;
2.
2. Dept.of Civil Eng.,CSU Changsha 410075

Received Date: 2006-02-13
Publish Date: 2006-07-20

Abstract

Abstract

In accordance with the characteristics of Near-Surface Mounted(NSM) method,four beams are experimented strengthened with NSM Concrete Fiber Reinforced Polymer(CFRP) laminates.The results show that NSM CFRP can remarkably improve the bearing-capacity and stiffness of RC beams,it can also effectively restrict the crack,and CFRP laminates also share force with concrete and steel bar.NSM CFRP is more effective than EBR CFRP,and the use of the CFRP laminates is more effective strengthened with NSM.NSM method is a new way of strengthening,and it has a wide apply.
- NSM,
- CFRP,
- strengthened,
- concrete beams,
- experimental

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References(8)

References

[2] 岳清瑞,李庆伟,杨勇新.纤维增强复合材料嵌入式加固技术.工业建筑,2004,34(4):1-4

陈肇元:要大幅度提高建筑结构设计的安全度.建筑结构,1999,29(1):63-66

[3] 李荣,滕锦光,岳清瑞.FRP材料加固混凝土结构应用的新领域-嵌入式(NSM)加固法.工业建筑,2004,34(4):5-10

[4] De Lorenzis L,Nanni A.Characteristics of FRP Rods as NSM Reinforcement.ASCE Journal of Composites Construction,2001,5(2):114-121

[5] De Lorenzis L,Nanni A.Bond between NSM Fiber-Reinforced Polymer Rods and Concrete in Structural Strengthening.ACI Structural Journal,2002,99(2):123 ～ 132

[6] De Lorenzis L,Rizzo A,La Tegola A.A Modified Pull-out Test for Bond of Near-Surface Mounted FRP Rods in Concrete.Composites Part B:Engineering,2002,33 (8):589-603

[7] De Lorenzis L,Lundgren K,Rizzo A.Anchorage Length of Near-Surface Mounted Fiber-Reinforced Polymer Bars for Concrete StrengtheningExperimental Investigation and Numerical Modeling Concrete.ACI Structural Journal,2004,101 (2):269-278

[8] De Lorenzis L.Anchorage Length of Near-Surface Mounted FiberReinforced Polymer Rods for Concrete Strengthening-Analytical Modeling.ACI Structural Journal,2004,101(3):375-386

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通讯作者: 陈斌, bchen63@163.com

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沈阳化工大学材料科学与工程学院沈阳 110142

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