A constitutive model for predicting the lateral strain of confined concrete

Farny, 1994 Kwan, 2000, Use of condensed silica fume for making high-strength, self-consolidating concrete, Can J Civ Eng, 27, 620, 10.1139/l99-091 Bosco, 1990, Minimum reinforcement in high-strength concrete, J Struct Eng, 116, 427, 10.1061/(ASCE)0733-9445(1990)116:2(427) Gettu, 1990, Fracture properties and brittleness of high-strength concrete, ACI Mater J, 87, 608 Song, 2004, Mechanical properties of high-strength steel fiber-reinforced concrete, Constr Build Mater, 18, 669, 10.1016/j.conbuildmat.2004.04.027 Cusson, 1994, High-strength concrete columns confined by rectangular ties, J Struct Eng, 120, 783, 10.1061/(ASCE)0733-9445(1994)120:3(783) Paultre, 2001, Influence of concrete strength and transverse reinforcement yield strength on behavior of high-strength concrete columns, ACI Struct J, 98, 490 Kwan, 2006, Improving flexural ductility of high-strength concrete beams, Proc ICE – Struct Build, 159, 339, 10.1680/stbu.2006.159.6.339 Mander, 1988, Theoretical stress–strain model for confined concrete, J Struct Eng, 114, 1804, 10.1061/(ASCE)0733-9445(1988)114:8(1804) Ho, 2010, Effectiveness of adding confinement for ductility improvement of high-strength concrete columns, Eng Struct, 32, 714, 10.1016/j.engstruct.2009.11.017 Mirmiran, 1997, Behavior of concrete columns confined by fiber composites, J Struct Eng, 123, 583, 10.1061/(ASCE)0733-9445(1997)123:5(583) Xiao, 2000, Compressive behavior of concrete confined by carbon fiber composite jackets, J Mater Civ Eng, 12, 139, 10.1061/(ASCE)0899-1561(2000)12:2(139) Lam, 2003, Design-oriented stress–strain model for FRP-confined concrete in rectangular columns, J Reinf Plast Compos, 22, 1149, 10.1177/0731684403035429 Li, 2006, Experimental study of FRP confined concrete cylinders, Eng Struct, 28, 1001, 10.1016/j.engstruct.2005.11.006 Wu, 2006, Strength and ductility of concrete cylinders confined with FRP composites, Constr Build Mater, 20, 134, 10.1016/j.conbuildmat.2005.01.022 Hadi, 2007, Behaviour of FRP strengthened concrete columns under eccentric compression loading, Compos Struct, 77, 92, 10.1016/j.compstruct.2005.06.007 Pan, 2007, Experimental investigation of load carrying capacity of the slender reinforced concrete columns wrapped with FRP, Constr Build Mater, 21, 1991, 10.1016/j.conbuildmat.2006.05.050 Kitada, 1998, Ultimate strength and ductility of state-of-the-art concrete-filled steel bridge piers in Japan, Eng Struct, 20, 347, 10.1016/S0141-0296(97)00026-6 Schneider, 1998, Axially loaded concrete-filled steel tubes, J Struct Eng, 124, 1125, 10.1061/(ASCE)0733-9445(1998)124:10(1125) Han, 2002, Tests on stub columns of concrete-filled RHS sections, J Constr Steel Res, 58, 353, 10.1016/S0143-974X(01)00059-1 Sakino, 2004, Behavior of centrally loaded concrete-filled steel-tube short columns, J Struct Eng, 130, 180, 10.1061/(ASCE)0733-9445(2004)130:2(180) Kuranovas, 2009, Load-bearing capacity of concrete-filled steel columns, J Civ Eng Manage, 15, 21, 10.3846/1392-3730.2009.15.21-33 Liao, 2012, Behaviour of concrete filled steel tube reinforced concrete (CFSTRC) stub columns: experiments, Appl Mech Mater, 166, 859, 10.4028/www.scientific.net/AMM.166-169.859 Portolés, 2013, Influence of ultra-high strength infill in slender concrete-filled steel tubular columns, J Constr Steel Res, 86, 107, 10.1016/j.jcsr.2013.03.016 Cai, 2006, Axial load behavior of square CFT stub column with binding bars, J Constr Steel Res, 62, 472, 10.1016/j.jcsr.2005.09.010 Dong, 2012, Uni-axial behaviour of normal-strength CFDST columns with external steel rings, Steel Compos Struct, 13, 587, 10.12989/scs.2012.13.6.587 Ganesh Prabhu, 2013, Behaviour of concrete filled steel tubular (CFST) short columns externally reinforced using CFRP strips composite, Constr Build Mater, 47, 1362, 10.1016/j.conbuildmat.2013.06.038 Ho, 2014, Improving strength, stiffness and ductility of CFDST columns by external confinement, Thin Wall Struct, 75, 18, 10.1016/j.tws.2013.10.009 Băzant, 1980, Total strain theory and path-dependence of concrete, J Eng Mech Div ASCE, 106, 1151, 10.1061/JMCEA3.0002657 Pantazopoulou, 1995, Microstructural aspects of the mechanical response of plain concrete, ACI Mater J, 92, 605 Attard, 1996, Stress–strain relationship of confined and unconfined concrete, ACI Mater J, 93, 432 Imran, 1996, Experimental study of plain concrete under triaxial stress, ACI Mater J, 93, 589 Mirmiran, 1997, Dilation characteristics of confined concrete, Mech Cohes-Friction Mater, 2, 237, 10.1002/(SICI)1099-1484(199707)2:3<237::AID-CFM32>3.0.CO;2-2 Samaan, 1998, Model of concrete confined by fiber composites, J Struct Eng, 124, 1025, 10.1061/(ASCE)0733-9445(1998)124:9(1025) Spoelstra, 1999, FRP-confined concrete model, J Compos Constr, 3, 143, 10.1061/(ASCE)1090-0268(1999)3:3(143) Candappa, 2001, Complete triaxial stress–strain curves of high-strength concrete, J Mater Civ Eng, 13, 209, 10.1061/(ASCE)0899-1561(2001)13:3(209) Fam, 2001, Confinement model for axially loaded concrete confined by circular fiber-reinforced polymer tubes, ACI Struct J, 98, 451 Chun SS, Park HC. Load carrying capacity and ductility of RC columns confined by carbon fiber reinforced polymer. In: Proceedings of third international conference on composites in infrastructure, San Francisco, USA; 2002. Harries, 2002, Behavior and modeling of concrete subject to variable confining pressure, ACI Mater J, 99, 180 Moran, 2002, Stress–strain model for fiber-reinforced polymer-confined concrete, J Compos Constr, 6, 233, 10.1061/(ASCE)1090-0268(2002)6:4(233) Li, 2003, A constitutive model for concrete confined with carbon fiber reinforced plastics, Mech Mater, 35, 603, 10.1016/S0167-6636(02)00288-0 Marques, 2004, Model for analysis of short columns of concrete confined by fiber-reinforced polymer, J Compos Constr, 8, 332, 10.1061/(ASCE)1090-0268(2004)8:4(332) Binici, 2005, An analytical model for stress–strain behavior of confined concrete, Eng Struct, 27, 1040, 10.1016/j.engstruct.2005.03.002 Albanesi, 2007, Closed form constitutive relationship for concrete filled FRP tubes under compression, Constr Build Mater, 21, 409, 10.1016/j.conbuildmat.2005.08.004 Jiang, 2007, Analysis-oriented stress–strain models for FRP-confined concrete, Eng Struct, 29, 2968, 10.1016/j.engstruct.2007.01.010 Samani, 2011, Lateral behavior of concrete, World Acad Sci Eng Technol, 59, 940 Samani, 2012, A stress–strain model for uniaxial and confined concrete under compression, Eng Struct, 41, 335, 10.1016/j.engstruct.2012.03.027 Teng, 2013, Stress–strain model for concrete in FRP-confined steel tubular columns, Eng Struct, 49, 156, 10.1016/j.engstruct.2012.11.001 Samani, 2014, Lateral strain model for concrete under compression, ACI Struct J, 111, 441 Youssf, 2014, Finite element modelling and dilation of FRP-confined concrete columns, Eng Struct, 79, 70, 10.1016/j.engstruct.2014.07.045 Bisby, 2009, Strain localisation in FRP-confined concrete: new insights, Proc ICE – Struct Build, 162, 301, 10.1680/stbu.2009.162.5.301 Lam, 2004, Ultimate condition of fiber reinforced polymer-confined concrete, J Compos Constr ASCE, 8, 539, 10.1061/(ASCE)1090-0268(2004)8:6(539) Lam, 2006, FRP-confined concrete under axial cyclic compression, Cement Concr Compos, 28, 949, 10.1016/j.cemconcomp.2006.07.007 Teng, 2007, Hybrid FRP-concrete-steel tubular columns: concept and behaviour, Constr Build Mater, 21, 846, 10.1016/j.conbuildmat.2006.06.017 Xiao, 2010, Behavior and modeling of confined high-strength concrete, J Compos Constr, 14, 249, 10.1061/(ASCE)CC.1943-5614.0000070 Vincent, 2013, Influence of fiber orientation and specimen end condition on axial compressive behavior of FRP-confined concrete, Constr Build Mater, 47, 814, 10.1016/j.conbuildmat.2013.05.085 Lim, 2014, Factors influencing hoop rupture strains of FRP-confined concrete, Appl Mech Mater, 501, 949, 10.4028/www.scientific.net/AMM.501-504.949 Laine DP. Effect of axial preloads on confined concrete. MASc thesis, University of Toronto; 2004. Lu, 2007, Stress–strain relations of high-strength concrete under triaxial compression, J Mater Civ Eng, 19, 261, 10.1061/(ASCE)0899-1561(2007)19:3(261)