Bond behaviour and debonding failures in CFRP-strengthened steel members
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[1] Scott A. Civjan,et al. APPLICATION OF FIBER REINFORCED POLYMER OVERLAYS TO EXTEND STEEL FATIGUE LIFE , 2003 .
[2] Paul D. Smith,et al. Role of Strain Hardening in Plastic Design , 1965 .
[3] Feng Zhou,et al. Experimental and numerical investigations of cold-formed stainless steel tubular sections subjected to concentrated bearing load , 2007 .
[4] Jin-Guang Teng,et al. Strengthening and rehabilitation of civil infrastructures using fibre-reinforced polymer (FRP) composites , 2008 .
[5] M. D. Moura,et al. Cohesive and continuum damage models applied to fracture characterization of bonded joints , 2006 .
[6] Jian fei Chen,et al. Anchorage strength models for FRP and steel plates bonded to concrete , 2001 .
[7] Ben Young,et al. Cold-formed stainless steel sections subjected to web crippling , 2006 .
[8] Huang Yuan,et al. Computational fracture mechanics assessment of adhesive joints , 2008 .
[9] Riadh Al-Mahaidi,et al. Modelling of CFRP-concrete shear-lap tests , 2007 .
[10] Carlo Poggi,et al. An experimental, analytical and numerical study of the static behavior of steel beams reinforced by pultruded CFRP strips , 2006 .
[11] M. Tavakkolizadeh,et al. Strengthening of Steel-Concrete Composite Girders using Carbon Fiber Reinforced Polymers Sheets , 2003 .
[12] L. Lam,et al. Experimental Study on Intermediate Crack Debonding in FRP-Strengthened RC Flexural Members , 2005 .
[13] C. Dávila,et al. Analysis of delamination initiation in postbuckled dropped-ply laminates , 1963 .
[14] Scott T Smith,et al. FRP-strengthened RC beams. I: review of debonding strength models , 2002 .
[15] Rajan Sen,et al. Strengthening steel bridge sections using CFRP laminates , 2001 .
[16] F. L. Matthews,et al. Delamination Onset Prediction in Mechanically Fastened Joints in Composite Laminates , 1999 .
[17] M. Dhanalakshmi,et al. Calculation of the strain hardening behaviour of steel structures based on mill tests , 2005 .
[18] Sami H. Rizkalla,et al. Flexural Strengthening of Steel Bridges with High Modulus CFRP Strips , 2008 .
[19] G. Zavarise,et al. Cohesive zone modeling of interfacial stresses in plated beams , 2009 .
[20] M. D. Thouless,et al. Use of a cohesive-zone model to analyze the fracture of a fiber-reinforced polymer-matrix composite , 2005 .
[21] Amr Shaat,et al. Repair of Cracked Steel Girders Connected to Concrete Slabs Using Carbon-Fiber-Reinforced Polymer Sheets , 2008 .
[22] Dilum Fernando,et al. FRP composites in steel structures , 2009 .
[23] Jeffrey A. Packer. Review of American RHS Web Crippling Provisions , 1987 .
[24] S.S.J. Moy,et al. STRESS ANALYSIS OF STEEL BEAMS REINFORCED WITH A BONDED CFRP PLATE , 2004 .
[25] Anthony M. Waas,et al. Failure Analysis of Adhesively Bonded Structures: From Coupon Level Data to Structural Level Predictions and Verification , 2005 .
[26] Bent F. Sørensen,et al. Determination of cohesive laws by the J integral approach , 2003 .
[27] Jr. J. Crews,et al. Mixed-Mode Bending Method for Delamination Testing , 1990 .
[28] Mohammad Al-Emrani,et al. Carbon-fibre composites for strengthening steel structures , 2009 .
[29] Gregory J. Hancock,et al. SQUARE AND RECTANGULAR HOLLOW SECTIONS SUBJECT TO COMBINED ACTIONS , 1992 .
[30] Amr Shaat,et al. Upgrading steel–concrete composite girders and repair of damaged steel beams using bonded CFRP laminates , 2009 .
[31] Bent F. Sørensen,et al. Cohesive law and notch sensitivity of adhesive joints , 2002 .
[32] Jun Deng,et al. Fatigue performance of metallic beam strengthened with a bonded CFRP plate , 2007 .
[33] T. Pardoena,et al. Constraint effects in adhesive joint fracture , 2005 .
[34] Mohammad Al-Emrani,et al. Performance of steel beams strengthened with CFRP laminate – Part 2: FE analyses , 2010 .
[35] K. S. Sivakumaran,et al. Material Properties Models for Analysis of Cold-Formed Steel Members , 1997 .
[36] Xiaopeng Xu,et al. Void nucleation by inclusion debonding in a crystal matrix , 1993 .
[37] M.F.S.F. de Moura,et al. Using a cohesive damage model to predict the tensile behaviour of CFRP single-strap repairs , 2008 .
[38] Zhishen Wu,et al. Stress Transfer and Fracture Propagation in Different Kinds of Adhesive Joints , 2002 .
[39] P.M.S.T. de Castro,et al. Application of interface finite elements to three-dimensional progressive failure analysis of adhesive joints , 2003 .
[40] Jun Deng,et al. Behaviour under static loading of metallic beams reinforced with a bonded CFRP plate , 2007 .
[41] Gary David Holt,et al. FRP or steel plate-to-concrete bonded joints: Effect of test methods on experimental bond strength , 2001 .
[42] J. Yaoa,et al. Experimental study on FRP-to-concrete bonded joints , 2004 .
[43] D. Owen,et al. A combined finite/discrete element algorithm for delamination analysis of composites , 1998 .
[44] Pedro Albrecht,et al. Debonding Strength of Steel Beams Strengthened with CFRP Plates , 2006 .
[45] Björn Täljsten,et al. Defining anchor lengths of steel and CFRP plates bonded to concrete , 1997 .
[46] Carlo Poggi,et al. Interaction of interface delamination and plasticity in tensile steel members reinforced by CFRP plates , 2007 .
[47] P. Camanho,et al. Numerical Simulation of Mixed-Mode Progressive Delamination in Composite Materials , 2003 .
[48] O Rabinovitch,et al. ON EDGE STRESSES CONTROL IN STRENGTHENED RC BEAMS WITH FRP STRIPS: ADHESIVE LAYER PROFILE EFFECT , 2001 .
[49] Riadh Al-Mahaidi,et al. CFRP strengthened RHS subjected to transverse end bearing force , 2006 .
[50] David A. Nethercot,et al. Numerical Modeling of Stainless Steel Structural Components—A Consistent Approach , 2004 .
[51] W. Cui,et al. A comparison of failure criteria to predict delamination of unidirectional glass/epoxy specimens waisted through the thickness , 1992 .
[52] Jin-Guang Teng,et al. Bond-slip models for FRP sheets/plates bonded to concrete , 2005 .
[53] Yeoshua Frostig,et al. HIGH-ORDER APPROACH FOR THE CONTROL OF EDGE STRESSES IN RC BEAMS STRENGTHENED WITH FRP STRIPS , 2001 .
[54] X. Zhao,et al. State-of-the-art review on FRP strengthened steel structures , 2007 .
[55] Nicholas S. Trahair,et al. Inelastic Bending and Torsion of Steel I‐Beams , 1994 .
[56] Scott T Smith,et al. Intermediate crack-induced debonding in RC beams and slabs , 2003 .
[57] Zhishen Wu,et al. Full-range behavior of FRP-to-concrete bonded joints , 2004 .
[58] J. L. Högberg. Mixed mode cohesive law , 2006 .
[59] Katsuyoshi Nozaka,et al. Design of a Test Specimen to Assess the Effective Bond Length of Carbon Fiber-Reinforced Polymer Strips Bonded to Fatigued Steel Bridge Girders , 2005 .
[60] Hossam E. M. Sallam,et al. Evaluation of Steel I-Beams Strengthened by Various Plating Methods , 2006 .
[61] Merrison,et al. THE EFFECT OF PROCESS EFFICIENCY ON THE CALCULATION OF WELD SHRINKAGE FORCES. , 1974 .
[62] Terry J Wipf,et al. Repair of Steel Composite Beams with Carbon Fiber-Reinforced Polymer Plates , 2004 .
[63] A. Waas,et al. Mixed-mode cohesive-zone models for fracture of an adhesively bonded polymer–matrix composite , 2006 .
[64] M. P. Byfield,et al. ANALYSIS OF STRAIN HARDENING IN STEEL BEAMS USING MILL TESTS , 2002 .
[65] Michael J. Chajes,et al. STRENGTHENING OF A STEEL BRIDGE GIRDER USING CFRP PLATES , 2001 .
[66] Scott T. Smith,et al. Interfacial stresses in plated beams , 2001 .
[67] Sami H. Rizkalla,et al. Proposed design guidelines for strengthening of steel bridges with FRP materials , 2007 .
[68] Xiao Ling Zhao,et al. Square and Rectangular Hollow Sections under Transverse End-Bearing Force , 1995 .
[69] Jeffrey A. Packer,et al. Web Crippling of Rectangular Hollow Sections , 1984 .
[70] M. Benzeggagh,et al. Measurement of mixed-mode delamination fracture toughness of unidirectional glass/epoxy composites with mixed-mode bending apparatus , 1996 .
[71] Magd Abdel Wahab,et al. Damage modelling of adhesively bonded joints , 2006 .