Whole-process Bond Characteristics of FRP-to-concrete Joint under Pressure

[1]  Scott T. Smith,et al.  Numerical simulation of FRP-strengthened RC slabs anchored with FRP anchors , 2018 .

[2]  J. Sena-Cruz,et al.  Designing NSM FRP systems in concrete using partial safety factors , 2018 .

[3]  Qian-Qian Yu,et al.  Fully probabilistic analysis of FRP-to-concrete bonded joints considering model uncertainty , 2018 .

[4]  Tao Yu,et al.  Reinforced concrete beams strengthened in flexure with near-surface mounted (NSM) CFRP strips: Current status and research needs , 2017 .

[5]  Cheng Chen,et al.  Predicting Flexural Fatigue Performance of RC Beams Strengthened with Externally Bonded FRP due to FRP Debonding , 2017 .

[6]  Michael E. Sweriduk,et al.  Bond Behavior of FRP–Concrete in Presence of Intermediate Crack Debonding Failure , 2017 .

[7]  Riadh Al-Mahaidi,et al.  Improvement of FRP-to-concrete bond performance using bidirectional fiber patch anchors combined with FRP spike anchors , 2016 .

[8]  S. Amziane,et al.  General cohesive zone model for prediction of interfacial stresses induced by intermediate flexural crack of FRP-plated RC beams , 2016 .

[9]  S. Amziane,et al.  Creep response of intermediate flexural cracking behavior of reinforced concrete beam strengthened with an externally bonded FRP plate , 2016 .

[10]  O. Rabinovitch,et al.  Size effect in the debonding failure of FRP strengthened beams , 2016 .

[11]  K. Harries,et al.  Bond–slip behavior of fiber-reinforced polymer/concrete interface in single shear pull-out and beam tests , 2016 .

[12]  C. Chastre,et al.  Bond-slip model for FRP-to-concrete bonded joints under external compression , 2015 .

[13]  J. Teng,et al.  Analysis of Mode II debonding behavior of fiber-reinforced polymer-to-substrate bonded joints subjected to combined thermal and mechanical loading , 2015 .

[14]  Ricardo Perera,et al.  A discrete spectral model for intermediate crack debonding in FRP-strengthened RC beams , 2015 .

[15]  Cheng Jiang,et al.  Quantification of Bond-Slip Relationship for Externally Bonded FRP-to-Concrete Joints , 2013 .

[16]  Kang Liu,et al.  Characterization of Mechanically Enhanced FRP Bonding System , 2013 .

[17]  Cheng Jiang,et al.  Analytical solution for the bond strength of externally bonded reinforcement , 2012 .

[18]  Kang Liu,et al.  Analytical identification of bond–slip relationship of EB-FRP joints , 2012 .

[19]  Jian‐Jun Zheng,et al.  Application of improved hybrid bonded FRP technique to FRP debonding prevention , 2011 .

[20]  J. Dai,et al.  Modeling of CFRP-Concrete Interface Subjected to Coupled Pull-out and Push-off Actions , 2011, SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium.

[21]  Yanchun Yun,et al.  Analytical modeling of the bond–slip relationship at FRP-concrete interfaces for adhesively-bonded joints , 2010 .

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

[23]  Waiching Tang,et al.  Performance of FRP bonding systems under fatigue loading , 2008 .

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

[25]  Jin-Guang Teng,et al.  Plate end debonding in FRP-plated RC beams-II: Strength model , 2007 .

[26]  Jin-Guang Teng,et al.  Plate end debonding in FRP-plated RC beams—I: Experiments , 2007 .

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

[28]  L. Lorenzis,et al.  Near-surface mounted FRP reinforcement: An emerging technique for strengthening structures , 2007 .

[29]  A. Nanni,et al.  Flexural Fatigue Behavior of Reinforced Concrete Beams Strengthened with FRP Fabric and Precured Laminate Systems , 2006 .

[30]  Riadh Al-Mahaidi,et al.  Coupled flexural–shear retrofitting of RC beams using CFRP straps , 2006 .

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

[32]  L. Lam,et al.  Experimental Study on Intermediate Crack Debonding in FRP-Strengthened RC Flexural Members , 2005 .

[33]  Jin-Guang Teng,et al.  Bond-slip models for FRP sheets/plates bonded to concrete , 2005 .

[34]  Tamon Ueda,et al.  Development of the Nonlinear Bond Stress-Slip Model of Fiber Reinforced Plastics Sheet-Concrete Interfaces with a Simple Method , 2005 .

[35]  Michael F. Petrou,et al.  Investigation of Bond between Fiber Reinforced Polymer and Concrete Undergoing Global Mixed Mode I/II Loading , 2004 .

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

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

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

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

[40]  J. Teng,et al.  Retrofitting of Deficient RC Cantilever Slabs Using GFRP Strips , 2000 .

[41]  R. Swamy,et al.  DEBONDING OF CARBON-FIBRE-REINFORCED POLYMER PLATE FROM CONCRETE BEAMS. , 1999 .

[42]  R. J. Quantrill,et al.  An experimental study of the anchorage length of carbon fibre composite plates used to strengthen reinforced concrete beams , 1998 .

[43]  R. Kalfat,et al.  Investigation into CFRP plate end anchorage utilising uni-directional fabric wrap , 2011 .

[44]  Yue-lin Huang.  Experimental & finite element study of hybrid bonding of FRP to RC structures , 2007 .

[45]  M W. Nasser,et al.  Reinforced Concrete Beams , 1967 .