A thermodynamics-based damage-plasticity model for bond stress-slip relationship of steel reinforcement embedded in fiber reinforced concrete

Huang, 2015, Experimental investigation on the seismic performance of steel-polypropylene hybrid fiber reinforced concrete columns, Constr Build Mater, 87, 16, 10.1016/j.conbuildmat.2015.03.073 Moreno, 2014, Tension stiffening in reinforced high performance fiber reinforced cement-based composites, Cem Concr Comp, 50, 36, 10.1016/j.cemconcomp.2014.03.004 Chao, 2009, Bond behavior of reinforcing bars in tensile strain-hardening fiber-reinforced cement composites, ACI Struct J, 106, 897 Bandelt, 2016, Bond behavior of steel reinforcement in high performance fiber-reinforced cementitious composite flexural members, Mater Struct, 49, 71, 10.1617/s11527-014-0475-4 Lee, 2011, Mechanical properties of constitutive parameters in steel-concrete interface, Eng Struct, 33, 1277, 10.1016/j.engstruct.2011.01.005 Bandelt, 2017, Bond behavior and interface modeling of reinforced high-performance fiber-reinforced cementitious composites, Cem Concr Comp, 83, 188, 10.1016/j.cemconcomp.2017.07.017 Chi, 2017, Finite element modeling of steel-polypropylene hybrid fiber reinforced concrete using modified concrete damaged plasticity, Eng Struct, 148, 23, 10.1016/j.engstruct.2017.06.039 Gambarova, 1982, Shear-confinement interaction at the bar-to-concrete interface, 82 Wu, 2006, An energy release rate-based plastic-damage model for concrete, Int J Solids Struct, 43, 583, 10.1016/j.ijsolstr.2005.05.038 Désir, 1999, Steel-concrete interface: revisiting constitutive and numerical modeling, Comput Struct, 71, 489, 10.1016/S0045-7949(98)00308-3 Tepfers, 1979, Cracking of concrete cover along anchored deformed reinforcing bars, Mag Concr Res, 31, 3, 10.1680/macr.1979.31.106.3 Den Uijl, 1996, A bond model for ribbed bars based on concrete confinement, HERON, 41, 201 Esfahani, 1998, Local bond strength of reinforcing bars in normal strength and high-strength concrete (HSC), ACI Struct J, 95, 96 Lutz, 1970, Analysis of stresses in concrete near a reinforcing bar due to bond and transverse cracking, ACI J, 67, 778 Rehm, 1961, On the fundamentals of steel-concrete bond, Deutscher Ausschuss für Stahlbeton, 138, 1 Martin, 1973, On the interrelation among surface roughness, bond and bar stiffness in the reinforcement subject to short-term loading, Deutscher Ausschuss Stahlbeton, 228, 1 Nilson, 1968, Nonlinear Analysis of reinforced concrete by the finite element, ACI J, 65, 757 Mirza, 1979, Study of bond stress-slip relationships in reinforced concrete, ACI J, 76, 19 Harajli, 2002, Bond-slip response of reinforcing bars embedded in plain and fiber concrete, J Mater Civ Eng, 14, 503, 10.1061/(ASCE)0899-1561(2002)14:6(503) Wu, 2012, Unified bond stress-slip model for reinforced concrete, ASCE J Struct Eng, 139, 1951, 10.1061/(ASCE)ST.1943-541X.0000747 Eligehausen, 1983 Prasad, 2002, Computational model for discrete crack growth in plain and reinforced concrete, Comput Meth Appl Mech Eng, 191, 2699, 10.1016/S0045-7825(02)00210-4 Jendele, 2006, Finite element modelling of reinforcement with bond, Comput Struct, 84, 1780, 10.1016/j.compstruc.2006.04.010 Mazzarolo, 2012, Long anchorage bond–slip formulation for modeling of r.c. elements and joints, Eng Struct, 34, 330, 10.1016/j.engstruct.2011.09.005 Murcia-Delso, 2013, Bond strength and cyclic bond deterioration of large-diameter bars, ACI Struct J, 110, 659 Model Code 2010, 2011 Morita, 1973, Local bond stress-slip relationship under repeated loading Tassios, 1979, Properties of bond between concrete and steel under load cycles idealizing seismic actions, Bulletin d’information du CEB, 131, 65 Filippou, 1983, Modeling of R/C joints under cyclic excitations, J Struct Eng, 109, 2666, 10.1061/(ASCE)0733-9445(1983)109:11(2666) Soroushian, 1991, Analytical modeling of bonded bars under cyclic loads, J Struct Eng, 117, 48, 10.1061/(ASCE)0733-9445(1991)117:1(48) Mendes, 2013, A new RC bond model suitable for three-dimensional cyclic analyses, Comput Struct, 120, 47, 10.1016/j.compstruc.2013.01.007 CEB-FIP, 2000 ACI 408 Committee, 2003 Guo, 2000, Implementation of a plasticity bond model for reinforced concrete, Comput Struct, 77, 65, 10.1016/S0045-7949(99)00196-0 Lundgren, 2000, A model for the bond between concrete and reinforcement, Mag Concr Res, 52, 53, 10.1680/macr.2000.52.1.53 Murcia-Delso, 2015, Elastoplastic dilatant interface model for cyclic bond-slip behavior of reinforcing bars, J Eng Mech, 142, 04015082, 10.1061/(ASCE)EM.1943-7889.0000994 Willam, 2004, Interface damage model for thermomechanical degradation of heterogeneous materials, Comput Meth Appl Mech Eng, 193, 3327, 10.1016/j.cma.2003.09.020 Phan, 2015, Numerical modelling of the concrete/rebar bond, Cem Concr Comp, 59, 1, 10.1016/j.cemconcomp.2015.02.003 Ragueneau, 2006, Thermodynamic-based interface model for cohesive brittle materials: application to bond slip in RC structures, Comput Meth Appl Mech Eng, 195, 7249, 10.1016/j.cma.2005.04.022 Serpieri, 2011, Bond-slip analysis via a thermodynamically consistent interface model combining interlocking, damage and friction, Int J Num Meth Eng, 85, 164, 10.1002/nme.2961 Luccioni, 2005, Bond-slip in reinforced concrete elements, J Struct Eng, 131, 1690, 10.1061/(ASCE)0733-9445(2005)131:11(1690) Oliver, 2008, Two-dimensional modeling of material failure in reinforced concrete by means of a continuum strong discontinuity approach, Comput Meth Appl Mech Eng, 197, 332, 10.1016/j.cma.2007.05.017 Chaboche, 2001, Interface debonding models: a viscous regularization with a limited rate dependency, Int J Solids Struct, 38, 3127, 10.1016/S0020-7683(00)00053-6 Huang, 2016, Local bond performance of rebar embedded in steel-polypropylene hybrid fiber reinforced concrete under monotonic and cyclic loading, Constr Build Mater, 103, 77, 10.1016/j.conbuildmat.2015.11.040 Lemaitre, 1985, A continuous damage mechanics model for ductile fracture, J Eng Mater Tech, 107, 83, 10.1115/1.3225775 Ju, 1989, On energy-based coupled elastoplastic damage theories: constitutive modeling and computational aspects, Int J Solids struct, 25, 803, 10.1016/0020-7683(89)90015-2 Fernández, 2005 Soh, 2003, Damage model based reinforced-concrete element, J Mater Civ Eng, 15, 371, 10.1061/(ASCE)0899-1561(2003)15:4(371) Harajli, 2009, Bond stress-slip model for steel bars in unconfined or steel, FRC, or FRP confined concrete under cyclic loading, ASCE J Struct Eng, 135, 509, 10.1061/(ASCE)0733-9445(2009)135:5(509) Simo, 1998, Computational Inelasticity, vol. 7 Ziegler, 1959, A modification of Prager’s hardening rule, Q Appl Math, 17, 55, 10.1090/qam/104405 Puglisi, 2009, Modeling of masonry of infilled frames, Part II: cracking and damage, Eng Struct, 31, 119, 10.1016/j.engstruct.2008.07.013 Li, 2007, Experimental investigation on the bond of reinforcing bars in high performance concrete under cyclic loading, Mater Struct, 40, 1027, 10.1617/s11527-006-9201-1 Chi, 2014, Constitutive modeling of steel-polypropylene hybrid fiber reinforced concrete using a non-associated plasticity and its numerical implementation, Comp Struct, 111, 497, 10.1016/j.compstruct.2014.01.025 Campione, 2005, Steel-concrete bond in lightweight fiber reinforced concrete under monotonic and cyclic actions, Eng Struct, 27, 881, 10.1016/j.engstruct.2005.01.010 Verderame, 2009, Cyclic bond behaviour of plain bars. Part I: experimental investigation, Constr Build Mater, 23, 3499, 10.1016/j.conbuildmat.2009.07.002 Soroushian, 1994, Bond of confined steel fiber reinforced concrete to deformed bars, ACI Mater J, 91, 141 Dancygier, 2010, Bond between deformed reinforcement and normal and high-strength concrete with and without fibers, Mater Struct, 43, 839, 10.1617/s11527-009-9551-6 Haddad, 2001, Role of synthetic fibers in delaying steel corrosion cracks and improving bond with concrete, Can J Civ Eng, 28, 787, 10.1139/l01-037 Yerex, 1985, Bond strength of mild steel in polypropylene fiber reinforced concrete, ACI J, 82, 40