与普通钢筋相比,FRP筋具有抗拉强度高、抗腐蚀性能优良、重量轻、弹模低等优点,较适用于特殊环境下的混凝土结构.但是FRP筋的横向强度很低,因此,关于FRP筋混凝土结构的抗剪性能是国内外工程领域非常关注的一个问题.本文分别介绍了国内外关于非预应力和预应力FRP筋混凝土结构抗剪性能研究的主要成果,并对今后拟开展的研究工作提出了建议.
Compare with ordinary steel rebars,FRP tendons have the characteristics of high tensile strength,non-corrosive,light weight and low elastics modulus,etc,which have been taken as an attractive alternative reinforcing material for steel to the corrosion problem.However,FRP's transverse strength is very low,studies on shear behaviors of concrete structures with FRP tendons have been emphasized in engineering structure field.This paper briefly introduces the main progresses in the studies on shear behaviors from non-prestressed and prestressed concrete beams with FRP tendons.Finally,advices for advanced research are proposed.
参考文献
[1] | 王作虎,邓宗才,杜修力,詹界东.预应力FRP筋混凝土梁的研究进展[J].工业建筑,2008(z1):777-782. |
[2] | 陈达,江朝华,张玮,廖迎娣.玻璃纤维增强塑料(GFRP)筋混凝土梁斜截面受力性能[J].河海大学学报(自然科学版),2007(05):534-537. |
[3] | ACI committee 440,Guide for the design and construction of concrete reinforced with FRP bars[S]. |
[4] | CSA S806-02.CSA S806-02,Design and construction of building components with fiber reinforced polymers[S]. |
[5] | Japan society of civil engineers Recommendations for design and construction of concrete structures using continuous fiber reiforced material[S].Research committee on continuous fiber reinforced materials,1997. |
[6] | Razaqpur A G;lsgor O B;Cheung M S;Wiseman A.Background to the Shear Design Provisions of the Proposed Canadian Standard for FRP Reinforced Concrete Structures[A].,2001:403-408. |
[7] | Joseph R. Yost;Shawn P. Gross;David W. Dinehart .Shear strength of normal strength concrete beams reinforced with deformed gfrp bars[J].Journal of composites for construction,2001(4):268-275. |
[8] | Gross S P;Yost J R;Dinehart D W.Shear Strength of Normal and High Strength Conerete Beams Reinforced with GFRP Bars[J].ASCE BridgeMaterial,2001:426-438. |
[9] | A.Koray Tureyen;Robert J.Frosch .Shear tests of FRP-reinforced concrete beams without stirrups[J].ACI structural journal,2002(4):427-434. |
[10] | A. Koray Tureyen;Robert J. Frosch .Concrete Shear Strength: Another Perspective[J].ACI structural journal,2003(5):609-615. |
[11] | Razaqpur A G;Isgnr B O;Greenaway S;Selley A .Concrete contribution to the shear resistance of fiber reinforced polymer reinforce concrete members[J].Journal of Composites for Construction ASCE,2004,8(05):452-460. |
[12] | A. Ghani Razaqpur;O. Burkan Isgor .Proposed Shear Design Method for FRP-Reinforced Concrete Members without Stirrups[J].ACI structural journal,2006(1):93-102. |
[13] | Ahmed E S;Ehab E S;Brahim B .Shesr strength of oue-way coucrete slabs reinforced with fiber-reinforced polymer composite bars[J].Journal of Composites for Construction,2005,9(02):147-157. |
[14] | Ahmed K. El-Sayed;Ehab F. El-Salakawy;Brahim Benmokrane .Shear Strength of FRP-Reinforced Concrete Beams without Transverse Reinforcement[J].ACI structural journal,2006(2):235-243. |
[15] | Ahmed K E;Ehab F E;Brahim B .Shear capacity of high-strength concrete beams reinforced with FRP bats[J].ACI Structural Journal,2006,103(03):383-389. |
[16] | M. Nehdi;H. El Chabib;A. Aly Saied .Proposed Shear Design Equations for FRP-Reinforced Concrete Beams Based on Genetic Algorithms Approach[J].Journal of Materials in Civil Engineering,2007(12):1033-1042. |
[17] | Amir Z F;Sami H R;Tadros G .Behavior of CFRP for prestressing and shear reinforcements of concrete highway bridges[J].ACI Structural Journal,1997,94(01):77-86. |
[18] | Park S Y;Naaman A K .Shear behavior of concrete beams prestressed with FRP tendons[J].PCI Journal,1999,44(01):74-85. |
[19] | Sang Yeol Park;Antoine E. Naaman .Dowel Behavior of Tensioned Fiber Reinforced Polymer (FRP) Tendons[J].ACI structural journal,1999(5):799-806. |
[20] | NABIL F. GRACE;S. B. SINGH;MINA M. SHINOUDA;SUNUP S. MATHEW .Concrete Beams Prestressed with CFRP[J].Concrete international,2005(2):60-64. |
[21] | Paul Arthur Whitehead;Timothy James Ibell .Novel Shear Reinforcement for Fiber-Reinforced Polymer-Reinforced and Prestressed Concrete[J].ACI structural journal,2005(2):286-294. |
[22] | Paul A W;Timothy J I .Ratinal approach to shear design in fiberreinforced polymer-prestressed concrete structures[J].Journal of Composites for Construction ASCE,2005,9(01):90-100. |
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