Study on main factors of bond strength between FRP bars and concrete

Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science)

Volumn 22, Issue 3, 2006, Pages 397-401

  Zhu, Fu Sheng ^a,b   Zhang, Hai Xia ^b  

^a SHENYANG JIANZHU UNIVERSITY   (China)

^b NORTHEASTERN UNIVERSITY   (China)

Author keywords

Bond strength between FRP bars and concrete; Influence factors of bond strength; Tensile test

Indexed keywords

BARS (METAL); BOND STRENGTH (MATERIALS); CONCRETES; FIBER REINFORCED PLASTICS; TENSILE TESTING;

FRP BARS; MAIN FACTOR;

COMPOSITE STRUCTURES;

EID: 33747386841     PISSN: 16712021     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (11)

1. Micelli F, Nanni A. Tensile Characterization of FRP Rods for Reinforced Concrete Structures[J]. Mechanics of Composite Materials, 2003, 39(4): 293-304.
2. Malvar J L. Tensile and Bond Properties of GFRP Reinforcing Bars[J]. ACI Materials Journal, 1995, 92(3): 276-285.
3. Al-Zaharani M M. Bond Behavior of Fiber Reinforced Plastic Reinforcements with Concrete[D]. University Park: Penn State Univ., 1995.
4. Benmokrane B, Tighiouart B, Chaallal O. Bond Strength and Load Distribution of Composite GFRP Reinforcing Bars in Concrete[J]. ACI Materials Journal, 1996, 93(3): 246-253.
5. Zenon Achillides, Kypros Pilakoutas. Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions[J]. Journal of Composites for Constructure, 2004, 8(2): 173-181.
6. Tighiouart B, Benmokrane B, Gao D. Investigation of Bond in Concrete Member with Fiber Reinforced Polymer (FRP) Bars[J]. Construction and Building Materials, 1998(12): 453-462.
7. Al-Zaharani M, Salah U. Al-Dulaijan, Antonio Nanni, et al. Evaluation of Bond Using FRP Rods with Axisymmetric Deformations[J]. Construction and Building Materials, 1999, (13): 299-309.
8. Pecce M, Manfredi G, Realfonzo R. Experimental and Analytical Evaluation of Bond Properties of GFRP Bars[J]. Journal Materials in Civil Engineering, ASCE 2001, 13(4): 282-290.