S.S.Pendhari et al.Composite 84(2008)114-124 123 [Bisby L MF,K [183]Saada L R 5g CI Str 61]Pessiki S. e of JM.Axial 20040 Const 2001: TE.Bakis CE Joshi MV,Maitra SR. AC ASCE J 1994a7 167]YeL.YueQ.Zhao S.LiQ Shear strength of reinf 944155 [192 model.ASCE crete expo 983头3 [195]Naguib 202617 fiber-reinforced polymer. ASCE J Compos Const [172] HA. of fro [174]Binici B.An analytic s-strain behavior of confined [19]Lee C.Bonacci JF.Thomas MDA.Maalj M.Kha [75]Mora DA.Pantelides CP.Da ased st山r polymer- concrete 199]Pan [200 201:50 Pe B hH.Eh MR.MW.and of raps for M.Beha confinedby 2]Ghoba forced con 2031G [180] od Has polymer wrapping.ACI Struct 00:1002:215-2 [157] Mukherjee A, Ramana VPV, Kant T, Dutta PK, Desai YM. Discussion on behavior of concrete confined by fibre composites. ASCE J Struct Eng 1998;124(9):1094–5. [158] Ilki A, Kumbasar N. Behavior of damaged and undamaged concrete strengthened by carbon fiber composite sheets. Struct Eng Mech 2002;13(1):75–90. [159] Mirmiran A, Shahawy M, Beitleman T. Slenderness limit for hybrid FRP-concrete columns. ASCE J Compos Const 2001;5(1):26–34. [160] Chaallal O, Shahawy M. Performance of fiber-reinforced polymer￾wrapped reinforced concrete column under combined axial-flexural loading. ACI Struct J 2000;97(4):659–68. [161] Pessiki S, Harries KA, Kestner JT, Sause R, Ricles JM. Axial behavior of reinforced concrete columns confined with FRP jackets. ASCE J Compos Const 2001;5(4):237–45. [162] Mukherjee A, Boothby TE, Bakis CE, Joshi MV, Maitra SR. Mechanical behavior of fiber-reinforced polymer-wrapped concrete columns – complicating effects. ASCE J Compos Const 2004;8(2):97–103. [163] Mortazavi AA, Pilakoutas K, Son KS. RC column strengthening by lateral pre-tensioning of FRP. Constr Build Mater 2003;17:491–7. [164] Rochette P, Labossiere P. Axial testing of rectangular columns models confined with composites. ASCE J Compos Const 2000;4(3):129–36. [165] Mirmiran A, Shahawy M, Samaan M, Echary HE, Mastrapa JC, Pico O. Effect of column parameters on FRP confined concrete. ASCE J Compos Const 1998;2(4):175–85. [166] Teng JG, Lam L. Compressive behavior of carbon fiber reinforced polymer-confined concrete in elliptical columns. ASCE J Struct Eng 2002;128(12):1535–43. [167] Ye L, Yue Q, Zhao S, Li Q. Shear strength of reinforced concrete columns strengthened with carbon-fiber-reinforced plastic sheet. ASCE J Struct Eng 2002;128(12):1527–34. [168] Purba BK, Mufti AA. Investigation of the behavior of circular concrete columns reinforced with carbon fiber reinforced polymer (CFRP) jackets. Can J Civil Eng 1999;26:590–6. [169] Spoelstra MR, Monti G. FRP-confined concrete model. ASCE J Compos Const 1999;3(3):143–50. [170] Wang YC, Restrepo JI. Investigation of concentrically loaded reinforced concrete columns confined with glass fiber-reinforced polymer jackets. ACI Struct J 2001;98(3):377–85. [171] Tan KH. Strength enhancement of rectangular reinforced concrete columns using fiber-reinforced polymer. ASCE J Compos Const 2002;6(3):175–83. [172] Samaan M, Mirmiran A, Shahawy M. Model of concrete confined by fiber composites. ASCE J Struct Eng 1998;124(9):1025–31. [173] Toutanji HA. Stress–strain characteristics of concrete columns externally confined with advanced fiber composite sheets. ACI Mater J 1999;96(3):397–404. [174] Binici B. An analytical model for stress–strain behavior of confined concrete. Eng Struct 2005;27:1040–51. [175] Moran DA, Pantelides CP. Damage-based stress–strain model for fiber-reinforced polymer-confined concrete. ACI Struct J 2005;102(1):54–61. [176] Bisby LA, Dent AJS, Green MF. Comparison of confinement models for fiber-reinforced polymer-wrapped concrete. ACI Struct J 2005;102(1):62–72. [177] Saadatmanesh H, Ehsani MR, Li MW. Strength and ductility of concrete columns externally reinforced with fiber composite straps. ACI Struct J 1994;91(4):434–47. [178] Mirmiran A, Shahawy M. Behavior of concrete columns confined by fiber composites. ASCE J Struct Eng 1997;123(5):583–90. [179] Theriault M, Neale KW. Design equations for axially loaded reinforced concrete columns strengthened with fibre reinforced polymers wraps. Can J Civil Eng 2000;27:1011–20. [180] Chaallal O, Hassan M, Shahawy M. Confinement model for axially loaded short rectangular columns strengthened with fiber-reinforced polymer wrapping. ACI Struct J 2003;100(2):215–21. [181] Lam L, Teng JG. Design-oriented stress–strain model for FRP confined concrete. Constr Build Mater 2003;17:471–89. [182] Bisby LA, Green MF, Kodur VKR. Modeling the behavior of fiber reinforced polymer-confined concrete columns exposed to fire. ASCE J Compos Const 2005;9(1):15–24. [183] Saadatmanesh H, Ehsani MR, Jin L. Repair of earthquake-damaged RC columns with FRP wraps. ACI Struct J 1997;94(2):206–15. [184] Sheikh SA, Yau G. Seismic behavior of concrete columns confined with steel and fiber reinforced polymers. ACI Struct J 2002;99(1):72–80. [185] Harajli MH, Rteil AA. Effect of confinement using fiber-reinforced polymer or fiber-reinforced concrete on seismic performance of gravity load-designed columns. ACI Struct J 2004;101(1):47–56. [186] Ye LP, Zhang K, Zhao SH, Feng P. Experimental study on seismic strengthening of RC columns with wrapped CFRP sheets. Constr Build Mater 2003;17:499–506. [187] Xiao Y, Ma R. Seismic retrofit of RC circular columns using prefabricated composite jacketing. ASCE J Struct Eng 1997;123(10):1357–64. [188] Parvin A, Wang W. Concrete columns confined by fiber composite wraps under combined axial and cyclic lateral loads. Compos Struct 2002;58:539–49. [189] Elsanadedy HM, Haroun MA. Seismic design criteria for circular lap-spliced reinforced concrete bridge columns retrofitted with fiber￾reinforced polymer jackets. ACI Struct J 2005;102(3):354–62. [190] Karbhari VM, Eckel DA. Effect of cold regions climate on composite jacketed concrete columns. ASCE J Cold Reg Eng 1994;8(3):73–86. [191] Toutanji HA. Durability characteristics of concrete columns con- fined with advanced composite materials. Compos Struct 1999;44:155–61. [192] Kshirsagar S, Lopez-Anido RA, Gupta RK. Environmental aging of fiber-reinforced polymer-wrapped concrete cylinders. ACI Mater J 2000;97(6):703–12. [193] Karbhari VM, Rivera J, Dutta PK. Effect of short-term freeze-thaw cycling on composite confined concrete. ASCE J Compos Const 2000;4(4):191–7. [194] Karbhari VM. Response of fiber reinforced polymer confined concrete exposed to freeze and freeze-thaw regimes. ASCE J Compos Const 2002;6(1):35–40. [195] Naguib W, Mirmiran A. Flexural creep tests and modeling of concrete-filled fiber reinforced polymer tubes. ASCE J Compos Const 2002;6(4):272–9. [196] Toutanji H, Balaguru P. Durability characteristics of concrete columns wrapped with FRP tow sheets. ASCE J Mater Civil Eng 1998;10(1):52–7. [197] Toutanji HA, Balaguru P. Effects of freeze-thaw exposure on performance of concrete columns strengthened with advanced composites. ACI Mater J 1999;96(5):605–10. [198] Lee C, Bonacci JF, Thomas MDA, Maalej M, Khajehpour S, Hearn N, et al. Accelerated corrosion and repair of reinforced concrete columns using carbon fibre reinforced polymer sheets. Can J Civil Eng 2000;27:941–8. [199] Pantazopoulou SJ, Bonacci JF, Sheikh S, Thomas MDA, Hearn N. Repair of corrosion-damaged columns with FRP wraps. ASCE J Compos Const 2001;5(1):3–11. [200] Debaiky AS, Green MF, Hope BB. Carbon fiber-reinforced polymer wraps for corrosion control and rehabilitation of reinforced concrete columns. ACI Mater J 2002;99(2):129–37. [201] Scott RH. Intrinsic mechanisms in reinforced concrete beam-column connection behavior. ACI Struct J 1996;93(3):336–46. [202] Ghobarah A, Aziz TS, Biddah A. Rehabilitation of reinforced concrete frame connection using corrugated steel jacketing. ACI Struct J 1997;4(3):283–94. [203] Granata PJ, Parvin A. An experimental study on Kevlar strength￾ening of beam-column connections. Compos Struct 2001;53:163–71. [204] El-Amoury T, Ghobarah A. Seismic rehabilitation of beam-column joint using GFRP sheets. Eng Struct 2002;24:1397–407. S.S. Pendhari et al. / Composite Structures 84 (2008) 114–124 123