Nonlinear finite element analysis of bond-slip performance of recycled aggregate concrete filled circular steel tube

References

• Guo H, Shi C, Guan X, et al. Durability of recycled aggregate concrete – a review. Cement Concrete Composites. 2018;89:251–259.
   Web of Science ®Google Scholar
• Dimitriou G, Savva P, Petrou MF. Enhancing mechanical and durability properties of recycled aggregate concrete. Constr Build Mater. 2018;158:228–235.
   Web of Science ®Google Scholar
• Silva RV, de Brito J, Dhir RK. Fresh-state performance of recycled aggregate concrete: a review. Constr Build Mater. 2018;178:19–31.
   Web of Science ®Google Scholar
• Bui NK, Satomi T, Takahashi H. Mechanical properties of concrete containing 100% treated coarse recycled concrete aggregate. Constr Build Mater. 2018;163:496–507.
   Web of Science ®Google Scholar
• Mcginnis MJ, Davis M, de la Rosa A, et al. Strength and stiffness of concrete with recycled concrete aggregates. Constr Build Mater. 2017;154:258–269.
   Web of Science ®Google Scholar
• Chakradhara Rao M. Properties of recycled aggregate and recycled aggregate concrete: effect of parent concrete. Asian J Civ Eng. 2018;19:103–110.
   Google Scholar
• Lye C, Dhir RK, Ghataora GS. Shrinkage of recycled aggregate concrete. Proc Inst Civil Eng Struct Build. 2016; 169:867–891.
   Web of Science ®Google Scholar
• Bairagi NK, Vidyadhara HS, Ravande K. Mix design procedure for recycled aggregate concrete. Constr Build Mater. 1990;4:188–193.
   Google Scholar
• Thomas J, Thaickavil NN, Wilson PM. Strength and durability of concrete containing recycled concrete aggregates. J Build Eng. 2018; 19:349–365.
   Web of Science ®Google Scholar
• Rahal K. Mechanical properties of concrete with recycled coarse aggregate. Build Environ. 2007;42:407–415.
   Web of Science ®Google Scholar
• Ho NY, Lee YPK, Lim WF, et al. Efficient utilization of recycled concrete aggregate in structural concrete. J Mater Civ Eng. 2013;25:318–327.
   Web of Science ®Google Scholar
• Chen Y, Feng R, Shao Y, et al. Bond-slip behaviour of concrete-filled stainless steel circular hollow section tubes. J Const Steel Res. 2017;130:248–263.
   Web of Science ®Google Scholar
• Schneider SP. Axially loaded concrete-filled steel tubes. J Struct Eng. 1998;124:1125–1138.
   Web of Science ®Google Scholar
• O’Shea MD, Bridge RQ. Design of circular thin-walled concrete filled steel tubes. J Struct Eng. 2000;126:1295–1303.
   Web of Science ®Google Scholar
• Lam D, Gardner L. Structural design of stainless steel concrete filled columns. J Const Steel Res. 2008;64:1275–1282.
   Web of Science ®Google Scholar
• Liang QQ, Fragomeni S. Nonlinear analysis of circular concrete-filled steel tubular short columns under axial loading. J Const Steel Res. 2009;65:2186–2196.
   Web of Science ®Google Scholar
• Patel VI, Liang QQ, Hadi M. Nonlinear analysis of biaxially loaded rectangular concrete-filled stainless steel tubular slender beam-columns. Eng Struct. 2017;140:120–133.
   Web of Science ®Google Scholar
• Mirmomeni M, Heidarpour A, Zhao X, et al. Size-dependency of concrete-filled steel tubes subject to impact loading. Int J Impact Eng. 2017;100:90–101.
   Web of Science ®Google Scholar
• Chen J, Wang Y, Roeder CW, et al. Behavior of normal-strength recycled aggregate concrete filled steel tubes under combined loading. Eng Struct. 2017;130:23–40.
   Web of Science ®Google Scholar
• Tao Z, Song T, Uy B, et al. Bond behavior in concrete-filled steel tubes. J Const Steel Res. 2016;120:81–93.
   Web of Science ®Google Scholar
• Chen ZP, Xu JJ, Xue JY, et al. Push-out test on the interface bond-slip behavior and calculation on bond strength between steel tube and recycled aggregate concrete in RACFST structures. China Civil Eng J. 2013;46:49–58.
   Google Scholar
• Yan C, Wang ZB, Liu F. Experimental research on the bond-slip behaviour of recycled aggregate concrete-filled square steel tubes. Jiangsu Const. 2013;4:97–99.
   Google Scholar
• Li WN, Xu JJ, Chen ZP, et al. Experimental research on the bond-slip behavior of recycled aggregate concrete-filled square steel tubes. J Guangxi Univ (Natural Science Edition). 2012;37:68–74.
   Google Scholar
• Chen Z, Xu J, Li W, et al. Influence of recycled coarse aggregate content on bond strength and invalidation mechanism between steel tube and recycled aggregate concrete. Eng Mech. 2014;31:70–78.
   Google Scholar
• Zuo G, Wang ZB, Qiao Y. Experimental study on bond-slip performance of micro expansion recycled concrete. Concrete Cement Prod. 2015;2:5–9.
   Google Scholar
• Zhang WD, Wang ZB, Sun WB, et al. Experimental research on the interface bond-slip behavior of recycled aggregate concrete-filled square steel tube. Build Struct. 2015;45:64–68.
   Google Scholar
• Xu JJ, Chen ZP, Xue JY, et al. Failure mechanism of interface bond behavior between circular steel tube and recycled aggregate concrete by push-out test. J Build Struct. 2013;34:148–157.
   Google Scholar
• Zhao Q. Experimental study on bonding properties of square steel tube recycled concrete. J Huaqiao Univ (Nat Sci). 2016;37:115–119.
   Google Scholar
• Wang J, Huang WP, Zuo JP, et al. Rheological perturbation effect of rock and combined support of concrete filled steel tubes in deep coal mine roadway. Chinese J Rock Mech Eng. 2018;37:461–472.
   Google Scholar
• Zhang R. Experimental study on seismic behavior of square steel tube recycled concrete columns. Hefei Univ Technol. 2014;1–54.
   Google Scholar
• Mao J. Study on seismic behavior of steel tubular steel recycled concrete frame-concrete core tube structure. Guangzhou Univ. 2017;1–79.
   Google Scholar
• Genikomsou AS, Polak MA. 3D finite element investigation of the compressive membrane action effect in reinforced concrete flat slabs. Eng Struct. 2017;136:233–244.
   Web of Science ®Google Scholar
• Genikomsou AS, Polak MA. Finite element analysis of punching shear of concrete slabs using damaged plasticity model in ABAQUS. Engi Struct. 2015;98:38–48.
   Web of Science ®Google Scholar
• Jawdhari A, Harik I. Finite element analysis of RC beams strengthened in flexure with CFRP rod panels. Constr Build Mater. 2018;163:751–766.
   Web of Science ®Google Scholar
• Othman H, Marzouk H. Finite-element analysis of reinforced concrete plates subjected to repeated impact loads. J Struct Eng. 2017; 143:4017120.
   Web of Science ®Google Scholar
• Mohamed K, Farghaly AS, Benmokrane B, et al. Nonlinear finite-element analysis for the behavior prediction and strut efficiency factor of GFRP-reinforced concrete deep beams. Eng Struct. 2017;137:145–161.
   Web of Science ®Google Scholar
• Abu-Obeidah A, Hawileh RA, Abdalla JA. Finite element analysis of strengthened RC beams in shear with aluminum plates. Comput Struct. 2015;147:36–46.
   Web of Science ®Google Scholar
• Hawileh R, Abdalla J, Tanarslan M, et al. Modeling of nonlinear cyclic response of shear-deficient RC T-beams strengthened with side bonded CFRP fabric strips. Comput Concrete. 2011;8:193–206.
   Web of Science ®Google Scholar
• Hawileh RA, Naser M, Zaidan W, et al. Modeling of insulated CFRP-strengthened reinforced concrete T-beam exposed to fire. Eng Struct. 2009;31:3072–3079.
   Web of Science ®Google Scholar
• Hawileh RA, Rahman A, Tabatabai H. Nonlinear finite element analysis and modeling of a precast hybrid beam–column connection subjected to cyclic loads. Appl Math Model. 2010;34:2562–2583.
   Web of Science ®Google Scholar
• Rasheed HA, Larson KH, Amiri SN. Analytical solution of interface shear stresses in externally bonded FRP-strengthened concrete beams. J Eng Mech. 2013;139:18–28.
   Web of Science ®Google Scholar
• Hawileh RA. Finite element modeling of reinforced concrete beams with a hybrid combination of steel and aramid reinforcement. Materials Des. 2015;65:831–839.
   Web of Science ®Google Scholar
• Hawileh RA, Naser MZ, Abdalla JA. Finite element simulation of reinforced concrete beams externally strengthened with short-length CFRP plates. Composites B Eng. 2013;45:1722–1730.
   Web of Science ®Google Scholar
• Sakar G, Hawileh RA, Naser MZ, et al. Nonlinear behavior of shear deficient RC beams strengthened with near surface mounted glass fiber reinforcement under cyclic loading. Mater Des. 2014;61:16–25.
   Web of Science ®Google Scholar
• Hawileh RA. Nonlinear finite element modeling of RC beams strengthened with NSM FRP rods. Constr Build Mater. 2012;27:461–471.
   Web of Science ®Google Scholar
• Al-Saoudi A, Al-Mahaidi R, Kalfat R, et al. Finite element investigation of the fatigue performance of FRP laminates bonded to concrete. Composite Struct. 2019;208:322–337.
   Web of Science ®Google Scholar
• Kalfat R, Al-Mahaidi R. Finite element investigation into the size effect of bidirectional fibre patch anchors used to enhance the performance of FRP-to-concrete joints. Composite Struct. 2015;121:27–36.
   Web of Science ®Google Scholar
• Sun XL, Hao JP, Xue QP, et al. Experimental study on seismic behavior of walled concrete-filled steel tubular columns. J Build Struct. 2018;39:92–101.
   Google Scholar
• Wang XT, Zhou XH, Wang DS, et al. Research on horizontal load bearing capacity of concrete-filled square steel tubular frame-thin steel plate shear walls structure with cross stiffeners. J Build Struct. 2017;38:1–9.
   Google Scholar
• Qian Y, Li W, Han L, et al. Behaviour of concrete-encased concrete-filled steel tubular column to steel beam joints under cyclic loading. China Civil Eng J. 2017;50:27–38.
   Google Scholar
• Zhang YZ. Finite element analysis on seismic behavior of GFRT columns with load-transfer details. J Build Struct. 2018;39:20–28.
   Google Scholar
• Ouyang Y, Kwan AKH. Finite element analysis of square concrete-filled steel tube (CFST) columns under axial compressive load. Eng Struct. 2018;156:443–459.
   Web of Science ®Google Scholar
• Ai TT, Liu JM, Song CC, et al. Study on ABAQUS simulation method for pure torsion structure of box type SRC in consideration with bond and slip. Eng Constr. 2016;48:14–19.
   Google Scholar
• Su X, Yang Z, Liu G. Finite element modelling of complex 3D static and dynamic crack propagation by embedding cohesive elements in abaqus. Acta Mechanica Solida Sinica. 2010;3:271–282.
   Google Scholar
• Chi JJ. Experimental study and finite element analysis of shear-bonding properties of CFST joints. Changsha Univ Sci Technol. 2004;1–73.
   Google Scholar
• Cao C, Lu YW, Liang HJ, et al. Nonlinear finite element analysis of bond behavior between steel and concrete of self-stressing concrete filled steel tube. J Wuhan Univ (Eng Sci). 2015;48:202–206.
   Google Scholar
• Liu YL, Ye XG, Shi X, et al. Comparative studies and numerical analysis of the bond-slip curves of reinforced concrete. Ind Constr. 2015;45:66–69.
   Google Scholar
• Qin L, Yin ZQ, Pan HY. Finite element analysis of bond-slip behavior of beam column joints with high strength steel. J Northeast Electric Power Univ. 2018;38:64–70.
   Google Scholar
• Li M, Cai J, Chen FS. Numerical study on the dynamic bond behavior of reinforced concrete. Shanxi Archit. 2016;42:20–22.
   Google Scholar
• Li HW, Wang WD. Application of ABAQUS secondary development in finite element analysis of concrete-filled steel tubular structures. J Build Struct. 2013;34:353–358.
   Google Scholar
• Xiao JZ. Recycled concrete. Beijing: China Architecture & Building Press; 2008.
   Google Scholar
• Birtel V, Mark P. Parameterised finite element modelling of RC beam shear failure. ABAQUS Users’ Conference; 2006. p. 95–108.
   Google Scholar