CFRP Anchor for Preventing Premature Debonding of Externally Bonded FRP Laminates from Concrete

AbstractTo delay or prevent debonding of externally bonded fiber-reinforced polymer (FRP) laminate from concrete substrate, a new carbon FRP (CFRP) anchor is developed. The monolithically built anchor comprises two legs and a wide head plate, with the legs inserted into adhesive-filled drilled holes in the concrete and the head plate bonded to the surface of the FRP laminate and the adjacent concrete. Full-scale reinforced concrete T-beams were strengthened in flexure with different amounts of CFRP laminate and tested in four-point bending. The anchor number and spacing were varied to find the most effective configuration. It was determined that the configuration involving nearly uniform spacing of the anchors along the laminate and the placement of the laminate strips between the anchor legs were most effective to allow beams with up to eight plies of the laminate to fail by rupture of FRP rather than debonding. When comparing the efficiency factor of the proposed anchor with those of other anchors repor...

[1]  Scott T. Smith,et al.  Anchorage Devices Used to Improve the Performance of Reinforced Concrete Beams Retrofitted with FRP Composites: State-of-the-Art Review , 2013 .

[2]  Scott T Smith,et al.  Shear strength and behaviour of FRP spike anchors in FRP-to-concrete joint assemblies , 2008 .

[3]  Yan Xiao,et al.  Ultimate Strength of Reinforced Concrete Beams Retrofitted with Hybrid Bonded Fiber-Reinforced Polymer , 2010 .

[4]  Scott T Smith,et al.  Intermediate crack-induced debonding in RC beams and slabs , 2003 .

[5]  Riadh Al-Mahaidi,et al.  Prediction Models for Debonding Failure Loads of Carbon Fiber Reinforced Polymer Retrofitted Reinforced Concrete Beams , 2006 .

[6]  Zhishen Wu,et al.  Evaluating and Proposing Models of Predicting IC Debonding Failure , 2008 .

[7]  Ahmed Mostafa A Novel FRP Anchor for Preventing Delamination in FRP Strengthened Concrete Beams , 2010 .

[8]  David W. Scott,et al.  Flexural Strengthening of Reinforced Concrete Beams Using Fasteners and Fiber-Reinforced Polymer Strips , 2001 .

[9]  J. Teng,et al.  Strength of RC Cantilever Slabs Bonded with GFRP Strips , 2001 .

[10]  Anthony J. Lamanna,et al.  Performance of Mechanically Fastened FRP Strengthened Concrete Beams in Flexure , 2008 .

[11]  F. Ceroni,et al.  Debonding strength and anchorage devices for reinforced concrete elements strengthened with FRP sheets , 2008 .

[12]  Stephanie L. Walkup,et al.  Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-02) , 2005 .

[13]  O. Bayrak,et al.  Design Considerations of Carbon Fiber Anchors , 2008 .

[14]  F. Micelli,et al.  Anchorage of composite laminates in RC flexural beams , 2010 .

[15]  U. Ebead,et al.  Studies on Mechanically Fastened Fiber-Reinforced Polymer Strengthening Systems , 2009 .

[16]  Scott T. Smith FRP anchors: recent advances in research and understanding , 2009 .

[17]  Scott T Smith,et al.  Shear-Bending Interaction in Debonding Failures of FRP-Plated RC Beams , 2003 .

[18]  R. N. Swamy,et al.  STRUCTURAL BEHAVIOR OF COMPOSITE RC BEAMS WITH EXTERNALLY BONDED CFRP , 1998 .

[19]  A. Razaqpur,et al.  A new CFRP anchor for preventing separation of externally bonded laminates from concrete , 2013 .

[20]  James G. MacGregor,et al.  Reinforced Concrete: Mechanics and Design , 1996 .