Failure modes of prestressed CFRP rods in a wedge anchored set-up

In the process of developing a new wedge anchorage to anchor prestressed CFRP rods, five different anchorage designs were manufactured. These designs have led to a constantly increased ultimate fai ...

[1]  Nigel G. Shrive,et al.  Reactive powder concrete anchorage for post-tensioning with carbon fiber-reinforced polymer tendons , 2006 .

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

[3]  Ezzeldin Y. Sayed-Ahmed,et al.  A new steel anchorage system for post-tensioning applications using carbon fibre reinforced plastic tendons , 1998 .

[4]  Adil Al-Mayah,et al.  Effect of rod profile and strength on the contact behavior of CFRP–metal couples , 2008 .

[5]  R El-Hacha,et al.  Prestressing Concrete Structures with FRP Tendons (ACI 440.4R-04) , 2005 .

[6]  K. Soudki,et al.  EXPERIMENTAL AND ANALYTICAL INVESTIGATION OF A STAINLESS STEEL ANCHORAGE FOR CFRP PRESTRESSING TENDONS , 2001 .

[7]  Adil Al-Mayah,et al.  Novel Anchor System for CFRP Rod: Finite-Element and Mathematical Models , 2007 .

[8]  Adil Al-Mayah,et al.  Effect of Sleeve Material on Interfacial Contact Behavior of CFRP-Metal Couples , 2006 .

[9]  Adil Al-Mayah,et al.  Effect of Sandblasting on Interfacial Contact Behavior of Carbon-Fiber-Reinforced Polymer-Metal Couples , 2005 .

[10]  Adil Al-Mayah,et al.  MECHANICAL BEHAVIOR OF CFRP ROD ANCHORS UNDER TENSILE LOADING , 2001 .

[11]  A. Plumtree,et al.  Development and Assessment of a New CFRP Rod–Anchor System for Prestressed Concrete , 2006 .

[12]  Adil Al-Mayah,et al.  FEM and mathematical models of the interfacial contact behaviour of CFRP-metal couples , 2006 .

[13]  Nigel G. Shrive,et al.  New Concrete Anchors for Carbon Fiber-Reinforced Polymer Post-Tensioning Tendons—Part 1: State-of-the-Art Review/Design , 2003 .