Journal of Guangdong University of Technology ›› 2002, Vol. 19 ›› Issue (3): 56-59.

• Comprehensive Studies • Previous Articles     Next Articles

Discussion of Strengthening Concrete Members with CFRP

  

  1. (Faculty of Construction, GDUT,Guangzhou 510643, china)
  • Online:2002-09-04 Published:2002-09-04

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[1] 吴刚,安琳,吕志涛.  碳纤维布用于钢筋混凝土梁抗弯加固的试验研究[J]. 建筑结构. 2000(07)

[1] Christopher K Y Leung.Delamination Failure in Concrete Beams Retrofitted with a Bonded Plate. Journal of Materials . 2001

[2] Granju J L.Thin Bonded Overlays: About the Role of Fiber Reinforcement on the Limitation of Their Debonding. Adv.Cement Based . 1993

[3] Martinola G,Wittmann F H.Application of Fracture Mechanics to Optimize Repair Mortar Systems. Fracture Mechanics . 1995

[4] J F Chen,J G Teng.Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete. Journal of Structural Engineering . 2001

[5] Kunieda M,Kurihara N,Uchida Y,Rokugo K.Srinking and Cracking Behavior of Repair Materials for Concrete Structures. Fracture Mechanics . 1998

[6] Kunieda Minoru,Kamada Toshiro.Evaluation of Bond Properties in Concrete Repair Materials. Journal of Materials . 2001

[7] Wendel M Sebastian.Significance of Midspan Debonding Failure in FRP-Plated Concrete Beams. Jounal of Structural Engineering . 2001

[8] Amir M Malek,Hamid Saadatmanesh.Uitimate shear capacity of reinfrced concerete beams strengthened with web-bonded fiber-reinforced plastic. ACI Structural Journal . 1998
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