Flexural strengthening of concrete beams using CFRP, GFRP and hybrid FRP sheets

Abstract The use of composite materials such as fibre reinforced polymers in strengthening and repairing of structural elements, particularly those made of reinforced concrete, is widely spreading. However, for successful and cost-effective applications, engineers must improve their knowledge with respect to the actual behaviour of strengthened structures. Therefore, glass fibre reinforced polymers, because they are more ductile and cheaper than carbon fibres, can be considered as an alternative solution to repair and strengthen concrete elements. The present study is conducted to examine the efficiency of external strengthening systems for reinforced concrete beams using FRP fabric (Glass–Carbon). In order to address this problem, different strengthening configurations are considered (use of separate unidirectional glass and carbon fibres with some U-anchorages or of bidirectional glass–carbon fibre hybrid fabric). A total of seven flexural strengthened reinforced concrete beams are instrumented and tested under repeated loading sequences using a 4-point bending device to complete a failure analysis. The results for strength, stiffness, ductility and failure modes are discussed for the various strengthening solutions considered. An analytical model to predict the flexural failure of strengthened concrete elements is also developed. The results demonstrate that the model predicts strengthened concrete beam behaviour under applied loads accurately. The present tests also reveal the cost-effectiveness of twin layer glass–carbon FRP fabric as a strengthening configuration for reinforced concrete structures.

[1]  Guangjing Xiong,et al.  A way for preventing tension delamination of concrete cover in midspan of FRP strengthened beams , 2007 .

[2]  F. Oudah,et al.  A new ductility model of reinforced concrete beams strengthened using Fiber Reinforced Polymer reinforcement , 2012 .

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

[4]  G. Camata,et al.  Experimental and nonlinear finite element studies of RC beams strengthened with FRP plates , 2007 .

[5]  Lijuan Li,et al.  Test analysis for FRC beams strengthened with externally bonded FRP sheets , 2008 .

[6]  N. Attari,et al.  Efficiency of Beam–Column Joint Strengthened by FRP Laminates , 2010 .

[7]  Bo Gao,et al.  Failure diagrams of FRP strengthened RC beams , 2007 .

[8]  H. Saadatmanesh,et al.  RC Beams Strengthened with GFRP Plates. I: Experimental Study , 1991 .

[9]  J. W. Tedesco,et al.  PREDICTION OF ANCHORAGE FAILURE FOR REINFORCED CONCRETE BEAMS STRENGTHENED WITH FIBER-REINFORCED POLYMER PLATES , 2001 .

[10]  Thanasis Triantafillou,et al.  Strengthening of RC beams with epoxy-bonded fibre-composite materials , 1992 .

[11]  Nabil F. Grace,et al.  FLEXURAL AND SHEAR STRENGTHENING OF CONCRETE BEAMS USING NEW TRIAXIALLY BRAIDED DUCTILE FABRIC , 2003 .

[12]  Suchart Limkatanyu,et al.  Failure Mode Analyses of Reinforced Concrete Beams Strengthened in Flexure with Externally Bonded Fiber-Reinforced Polymers , 2004 .

[13]  Zhishen Wu,et al.  Innovative externally bonded FRP/concrete hybrid flexural members , 2006 .

[14]  Amr Abdelrahman,et al.  Performance of reinforced concrete beams strengthened by hybrid FRP laminates , 2006 .