Analytical approach for global load-slip behaviour of FRP plates externally bonded to brittle substrates with anchors

[1]  G. Balázs.  CRACKING ANALYSIS BASED ON SLIP AND BOND STRESSES , 1993 .

[2]  G. Manfredi,et al.  Development length of FRP straight rebars , 2002 .

[3]  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 .

[4]  Zhishen Wu,et al.  Full-range behavior of FRP-to-concrete bonded joints , 2004 .

[5]  K. Tan,et al.  Strengthening of Masonry Walls against Out-of-Plane Loads using Fiber-Reinforced Polymer Reinforcement , 2004 .

[6]  J. Teng,et al.  FRP-to-concrete interfaces between two adjacent cracks: Theoretical model for debonding failure , 2006 .

[7]  L. Bank,et al.  Analysis of RC beams strengthened with mechanically fastened FRP (MF-FRP) strips , 2007 .

[8]  J. Teng,et al.  Debonding failure along a softening FRP-to-concrete interface between two adjacent cracks in concrete members , 2007 .

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

[10]  Yufei Wu,et al.  Hybrid Bonding of FRP to Reinforced Concrete Structures , 2008 .

[11]  Zhenyu Wang,et al.  Numerical Analyses of Hybrid‐Bonded FRP Strengthened Concrete Beams , 2009, Comput. Aided Civ. Infrastructure Eng..

[12]  Jian fei Chen,et al.  An analytical analysis of the full-range behaviour of grouted rockbolts based on a tri-linear bond-slip model , 2010 .

[13]  S. Breña,et al.  Experimental Behavior of Carbon Fiber-Reinforced Polymer (CFRP) Sheets Attached to Concrete Surfaces Using CFRP Anchors , 2010 .

[14]  A. Carpinteri,et al.  Modelling the FRP-concrete delamination by means of an exponential softening law , 2011 .

[15]  Scott T. Smith,et al.  FRP-strengthened RC slabs anchored with FRP anchors , 2011 .

[16]  Scott T. Smith,et al.  Optimisation of carbon and glass FRP anchor design , 2012 .

[17]  D. Oehlers,et al.  The Tension Stiffening Mechanism in Reinforced Concrete Prisms , 2012 .

[18]  E. Martinelli,et al.  A fully-analytical approach for modelling the response of FRP plates bonded to a brittle substrate , 2012 .

[19]  T. Triantafillou,et al.  Use of Anchors in Shear Strengthening of Reinforced Concrete T-Beams with FRP , 2013 .

[20]  L. Sneed,et al.  Review of Anchorage Systems for Externally Bonded FRP Laminates , 2013, International Journal of Concrete Structures and Materials.

[21]  Maura Imbimbo,et al.  Finite element analysis of masonry panels strengthened with FRPs , 2013 .

[22]  R. Realfonzo,et al.  Experimental investigation of the mechanical connection between FRP laminates and concrete , 2013 .

[23]  Huawen Zhang,et al.  Influence of FRP anchors on FRP-to-concrete bonder interfaces , 2013 .

[24]  Seong-Cheol Lee,et al.  Tension-stiffening model for steel fiber-reinforced concrete containing conventional reinforcement , 2013 .

[25]  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 .

[26]  The efficiency of mechanical anchors in CFRP strengthening of masonry: An experimental analysis , 2014 .

[27]  R. Al-Mahaidi,et al.  Mitigation of premature failure of FRP bonded to concrete using mechanical substrate strengthening and FRP spike anchors , 2016 .

[28]  D. Oehlers,et al.  Fundamental Mechanics Governing FRP-Retrofitted RC Beams with Anchored and Prestressed FRP Plates , 2016 .

[29]  J. Vaculik,et al.  Modelling FRP-to-substrate joints using the bilinear bond-slip rule with allowance for friction—Full-range analytical solutions for long and short bonded lengths , 2017 .

[30]  M. Ayatollahi,et al.  Tensile fracture analysis of a ductile polymeric material weakened by U-notches , 2017 .

[31]  F. Ceroni.  Bond tests to evaluate the effectiveness of anchoring devices for CFRP sheets epoxy bonded over masonry elements , 2017 .

[32]  Scott T. Smith,et al.  Modelling of FRP-concrete bonded interfaces containing FRP anchors , 2017 .

[33]  M. Ayatollahi,et al.  Fracture study of a ductile polymer-based nanocomposite weakened by blunt V-notches under mode I loading: Application of the Equivalent Material Concept , 2018 .

[34]  M. Fagone,et al.  Experimental investigation on out-of-plane behavior of masonry panels strengthened with CFRP sheets , 2018, Composites Part B: Engineering.

[35]  M. Ayatollahi,et al.  Fracture study in notched ductile polymeric plates subjected to mixed mode I/II loading: Application of equivalent material concept , 2018, European Journal of Mechanics - A/Solids.

[36]  Ali Reza Torabi,et al.  Prediction of fracture loads in PMMA U-notched specimens using the equivalent material concept and the theory of critical distances combined criterion , 2018 .

[37]  Michael C. Griffith,et al.  State-of-the-art review and future research directions for FRP-to-masonry bond research: Test methods and techniques for extraction of bond-slip behaviour , 2018, Construction and Building Materials.

[38]  D. Oehlers,et al.  Time-Dependent Tension-Stiffening Mechanics of Fiber-Reinforced and Ultra-High-Performance Fiber-Reinforced Concrete , 2018, Journal of Structural Engineering.

[39]  D. Oehlers,et al.  Time‐dependent serviceability behavior of reinforced concrete beams: Partial interaction tension stiffening mechanics , 2018 .

[40]  E. Ferrier,et al.  Two-way bending behaviour of hollow concrete block masonry walls reinforced by composite materials , 2018 .