Fibre reinforced polymer materials for prestressed concrete structures

Fibre reinforced polymer (FRP) materials are currently used for concrete structures in areas where corrosion problems are serious. Recent applications of FRP rebars in normal reinforced concrete structures in fact cannot fully utilise the strength of FRP. A more rational use of FRP would be in the area of prestressed concrete (PC) structures. In spite of the superb strength provision of FRP tendons over steel tendons, use of FRP PC members is often questioned by practising design engineers. This is largely due to the brittleness of FRP tendons and lack of ductility in FRP RC structures. Recent research has demonstrated some important findings in promoting the confidence of adopting FRP RC beams. This paper reviews some recent work on the use of FRP in PC structures. Future possible research areas are also highlighted.

[1]  A. Machida,et al.  Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review , 2002 .

[2]  Luc Taerwe,et al.  Influence of transverse thermal expansion of FRP reinforcement on the critical concrete cover , 1996 .

[3]  Scott T. Smith,et al.  FRP: Strengthened RC Structures , 2001 .

[4]  Antonio Nanni,et al.  Short-term sustained loading of FRP tendonanchor systems , 1996 .

[5]  Ferdinand S. Rostásy,et al.  Draft Guidelines for the Acceptance Testing of FRP Posttensioning Tendons , 1998 .

[6]  Antoine E. Naaman,et al.  Partially Prestressed Beams with Carbon Fiber Composite Strands: Preliminary Tests Evaluation , 1993 .

[7]  Mohamed Saafi,et al.  Performance of concrete beams prestressed with aramid fiber-reinforced polymer tendons , 1999 .

[8]  Cj Burgoyne,et al.  Advanced composites in civil engineering in Europe , 1999 .

[9]  Cj Burgoyne,et al.  Expansive cement couplers: A means of pre-tensioning fibre-reinforced plastic tendons , 1995 .

[10]  Sami H. Rizkalla,et al.  Test Model for the First Canadian Smart Highway Bridge , 1995 .

[11]  Marco Andrea Pisani A NUMERICAL SURVEY ON THE BEHAVIOUR OF BEAMS PRE-STRESSED WITH FRP CABLES , 1998 .

[12]  Luc Taerwe,et al.  FRP for Concrete Construction: Activities in Europe , 1999 .

[13]  David Westaway Building a future for composites , 2001 .

[14]  Charles W. Dolan,et al.  Development of flexural capacity of a FRP prestressed beam with vertically distributed tendons , 2000 .

[15]  Nabil F. Grace,et al.  DUCTILITY OF PRESTRESSED BRIDGES USING CFRP STRANDS , 1998 .

[16]  Tayyab Maqsood,et al.  Application of FRP bars as reinforcement in civil engineering structures , 2002 .

[17]  Mohamed Saafi,et al.  Flexural capacity of prestressed concrete beams reinforced with aramid fiber reinforced polymer (AFRP) rectangular tendons , 1998 .

[18]  A. Tegola Actions for Verification of RC Structures with FRP Bars , 1998 .

[19]  Nabil F. Grace Continuous CFRP Prestressed Concrete Bridges , 1999 .

[20]  Charles W. Dolan,et al.  Development of FRP Reinforcement Guidelines for Prestressed Concrete Structures , 1997 .

[21]  Mark F. Green,et al.  POLYPROPYLENE FRC BRIDGE DECK SLABS TRANSVERSELY PRESTRESSED WITH CFRP TENDONS , 1998 .

[22]  Charles W. Dolan FRP PRESTRESSING IN THE U.S.A. , 1999 .

[23]  P. R. Head Construction materials and technology: a look at the future , 2001 .

[24]  J. L. Clarke,et al.  ALTERNATIVE MATERIALS FOR THE REINFORCEMENT AND PRESTRESSING OF CONCRETE. CHAPTER 1. THE NEED FOR DURABLE REINFORCEMENT , 1993 .

[25]  Hy Leung Aramid fibre spirals to confine concrete in compression , 2000 .

[26]  C. Burgoyne DUCTILITY AND DEFORMABILITY IN BEAMS PRESTRESSED WITH FRP TENDONS , 2001 .

[27]  Tarek H. Almusallam,et al.  Fibre-reinforced polymer repair materials—some facts , 2000 .

[28]  Janet M. Lees Flexure of concrete beams pre-tensioned with aramid FRPs , 1997 .

[29]  Edward G. Nawy,et al.  FIBERGLASS REINFORCED CONCRETE SLABS AND BEAMS , 1977 .