EXPERIMENTAL STUDY ON BOND STRENGTH AND ANCHORAGE LENGTH OF AFRP BARS IN CONCRETE

He Rongbing; Jiang Shiyong; Xiong Ye

doi:10.13204/j.gyjz200807017

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He Rongbing, Jiang Shiyong, Xiong Ye. EXPERIMENTAL STUDY ON BOND STRENGTH AND ANCHORAGE LENGTH OF AFRP BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 71-74. doi: 10.13204/j.gyjz200807017

Citation:

He Rongbing, Jiang Shiyong, Xiong Ye. EXPERIMENTAL STUDY ON BOND STRENGTH AND ANCHORAGE LENGTH OF AFRP BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 71-74. doi: 10.13204/j.gyjz200807017

He Rongbing, Jiang Shiyong, Xiong Ye. EXPERIMENTAL STUDY ON BOND STRENGTH AND ANCHORAGE LENGTH OF AFRP BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 71-74. doi: 10.13204/j.gyjz200807017

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EXPERIMENTAL STUDY ON BOND STRENGTH AND ANCHORAGE LENGTH OF AFRP BARS IN CONCRETE

doi: 10.13204/j.gyjz200807017

1.
Logistics Department,PLA Beijing 102417

Received Date: 2007-03-10
Publish Date: 2008-07-20

Abstract

Abstract

Based on tests of 27 pull-out specimens and 16 beam specimens,the bond-slip relation and bond strength between AFRP bars and concrete are discussed.And according to other references of the experimental result,the simplification of local bond-slip constitutive relation and a calculation formula of anchorage length of AFRP bars with pullout failure are obtained.
- AFRP bars,
- concrete,
- bond strength,
- anchorage length

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References(7)

References

American Concrete Institute-Committee 440(2003).Guide for the Design and Construction of Concrete Reinforced with FRP Rehars.AC1440.1 R-03,ACI,Farmington Hills,MI,USA

[2] Mieelli F,Nanni A.Mechanical Properties and Durability of FRP Rods,Report No.OO-22CIES,University of Missouri Rolla,2003

[3] Pecee M,Manfredi G,Realfonzo R,et al.Experimental and Analytical Evaluation of Bond Properties.Journal of Materials in Civil Engineering,2001,13(4):282-290

[4] Achillides Z,pilakoutas K.Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions.J.Compos.for Constr.,ASCE,2004,8(2):173-181

[5] Coecnza E,Manfredi G,Realfonzo R.Behavior and Modelingof Bond of FRP Rehars to Concrete,J.Compos.for Constr.,ASCE,1997,1(2):40-51

[6] 高丹盈.谢晶晶,李趁趁.纤维聚合物筋混凝土牯结性能的基本问题.郑州大学学报(工学版),2002,23(1):1-5

[7] GB 50010-2002 混凝土结构设计规范

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