Three-dimensional finite element modeling of RC columns subjected to cyclic lateral loading

Engineering Structures - Tập 239 - Trang 112291 - 2021
Ghassan Fawaz1, Juan Murcia-Delso2
1Department of Civil, Architectural and Environmental Engineering, University of Texas at Austin, 301E Dean Keeton St C1700, Austin, TX 78712, United States
2Department of Civil and Environmental Engineering, Polytechnic University of Catalonia, C. Jordi Girona 1-3 (Building C1), 08034 Barcelona, Spain

Tài liệu tham khảo

Caltrans (California Department of Transportation). Caltrans seismic design criteria, version 2.0. Sacramento, CA; 2019. Lehman DE, Moehle JP. Seismic performance of well-confined concrete bridge columns. PEER Report 1998/01, Pacific Earthquake Engineering Research Center, University of California, Berkeley; 2000. Murcia-Delso, 2016, Development of bridge column longitudinal reinforcement in oversized pile shafts, J Struct Eng, 142, 10.1061/(ASCE)ST.1943-541X.0001591 Goodnight, 2015, Vol. 1 Murcia-Delso, 2013 Schoettler MJ, Restrepo JI, Guerrini G, Duck DE, Carrea F. A Full-Scale, Single-Column Bridge Bent Tested by Shake-Table Excitation. PEER Report 2015/02, Pacific Earthquake Engineering Research Center, University of California, Berkeley; 2015. Spiliopoulos, 2006, An efficient three-dimensional solid finite element dynamic analysis of reinforced concrete structures, Earthquake Eng Struct Dyn, 35, 137, 10.1002/eqe.510 Eligehausen R, Ožbolt J, Genesio G, Hoehler MS, Pampanin S. Three‐Dimensional Modelling of Poorly Detailed RC Frame Joints. NZSEE Conference, Napier, New Zealand; 2006. Moharrami, 2017, Finite element analysis of damage and failure of reinforced concrete members under earthquake loading, Earthquake Eng Struct Dyn, 46, 10.1002/eqe.2932 Alfarah, 2018, RC structures cyclic behavior simulation with a model integrating plasticity, damage, and bond-slip, Earthquake Eng Struct Dyn, 47, 10.1002/eqe.2974 Murcia-Delso, 2018, Numerical study of bond and development of column longitudinal reinforcement extended into oversized pile shafts, J Struct Eng, 144, 10.1061/(ASCE)ST.1943-541X.0002024 Papadopoulos, 2015 Papadopoulos, 2018, Development of headed bars in slab-column joints of reinforced concrete slab bridges, ACI Struct J, 115, 10.14359/51702247 Moharrami, 2016, Triaxial constitutive model for concrete under cyclic loading, J Struct Eng, 142, 10.1061/(ASCE)ST.1943-541X.0001491 Kim, 2016, Constitutive model for reinforcing steel under cyclic loading, J Struct Eng, 142, 10.1061/(ASCE)ST.1943-541X.0001593 Caner, 2012, Microplane model M7 for plain concrete. I: formulation, J Eng Mech, 139, 1714, 10.1061/(ASCE)EM.1943-7889.0000570 Murcia-Delso, 2015, Bond-slip model for detailed finite-element analysis of reinforced concrete structures, J Struct Eng, 141, 10.1061/(ASCE)ST.1943-541X.0001070 Kunnath, 2009, Nonlinear uniaxial material model for reinforcing steel bars, J Struct Eng, 135, 335, 10.1061/(ASCE)0733-9445(2009)135:4(335) Miner, 1945, Cumulative damage in fatigue, J Appl Mech, 12, 159, 10.1115/1.4009458 Manson SS. Behavior of materials under conditions of thermal stresses. Heat Transfer Symposium, University of Michigan Engineering Research Institute, Ann Arbor, Michigan; 1953. Coffin, 1954, A study of the effects of cyclic thermal stresses in a ductile metal, ASME Trans, 16, 931 Kashani, 2014, Finite element investigation of the influence of corrosion pattern on inelastic buckling and cyclic response of corroded reinforcing bars, Eng Struct, 75, 113, 10.1016/j.engstruct.2014.05.026 Ding, 2021, Experimental and numerical investigations on seismic performance of RC bridge piers considering buckling and low-cycle fatigue of high-strength steel bars, Eng Struct, 227, 10.1016/j.engstruct.2020.111464 Kashani, 2016, Nonlinear fibre element modelling of RC bridge piers considering inelastic buckling of reinforcement, Eng Struct, 116, 163, 10.1016/j.engstruct.2016.02.051 Menegotto M, Pinto PE. Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending. IABSE, Final Report, Lisbon; 1973. Mendes, 2014, A simplified reinforcing steel model suitable for cyclic loading including ultra-low-cycle fatigue effects, Eng Struct, 68, 155, 10.1016/j.engstruct.2014.02.031 Brown, 2004, Low-cycle fatigue behavior of reinforcing steel bars, ACI Mater J, 101, 457 Gomes, 1997, Nonlinear cyclic stress-strain relationship of reinforcing bars including buckling, Eng Struct, 19, 822, 10.1016/S0141-0296(97)00166-1 Kashani, 2015, Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradation, Comput Struct, 156, 58, 10.1016/j.compstruc.2015.04.005 Kashani, 2015, Influence of inelastic buckling on low-cycle fatigue degradation of reinforcing bars, Constr Build Mater, 94, 644, 10.1016/j.conbuildmat.2015.07.102 Herrmann LR, Cox JV. Development of a plasticity bond model for reinforced concrete. CR 94-001, Naval Facilities Engineering Service Center, Port Hueneme, CA; 1994. 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, 2016, Elastoplastic dilatant interface model for cyclic bond-slip behavior of reinforcing bars, J Eng Mech, 142, 10.1061/(ASCE)EM.1943-7889.0000994 Lowes, 2004, Concrete-steel bond model for use in finite element modeling of reinforced concrete structures, ACI Struct J, 101, 501 Eligehausen R, Popov EP, Bertero VV. Local bond stress-slip relationships of deformed bars under generalized excitations. UCB/EERC-83/23, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA; 1983. Abaqus version (2017) [Computer software]. Dassault Systèmes, Providence, RI, USA; 2017. Filippou FC, Popov EP, Bertero VV. Effects of bond deterioration on hysteretic behavior of reinforced concrete joints, Report EERC No. 83-19. Berkeley, California: Earthquake Engineering Research Center, University of California; 1983. Kunnath SK, Kanvinde A, Xiao Y, Zhang G. Effects of buckling and low cycle fatigue on seismic performance of reinforcing bars and mechanical couplers for critical structural members. Technical Report CA/UCD-SESM-09-01, Sacramento, CA; 2009. Tripathi, 2018, Low-cycle fatigue behaviour of reinforcing bars including the effect of inelastic buckling, Constr Build Mater, 190, 1226, 10.1016/j.conbuildmat.2018.09.192 Karthik, 2011, Stress-block parameters for unconfined and confined concrete based on a unified stress-strain model, J Struct Eng, 137, 270, 10.1061/(ASCE)ST.1943-541X.0000294 Tanaka H. Effect of lateral confining reinforcement on the ductile behaviour of reinforced concrete columns. Doctoral Dissertation. University of Canterbury, New Zealand; 1990. American Association of State Highway and Transportation Officials (AASHTO). LRFD Bridge Design Specifications, 5th Edition, Washington DC; 2010. Moharrami M. Development of Novel Computational Simulation Tools to Capture the Hysteretic Response and Failure of Reinforced Concrete Structures under Seismic Loads. Doctoral Dissertation. Virginia Polytechnic Institute and State University; 2016.