Numerical modeling of octagonal concrete-filled steel tubular short columns accounting for confinement effects

Engineering Structures - Tập 226 - Trang 111405 - 2021
Mizan Ahmed1,2, Qing Quan Liang1
1College of Engineering and Science, Victoria University, PO Box 14428, Melbourne, VIC 8001, Australia
2Department of Civil Engineering, Monash University, Clayton, VIC 3800, Australia

Tài liệu tham khảo

ACI 318-11. Building Code Requirements for Reinforced Concrete. Detroit, MI: American Concrete Institute; 2011. Eurocode 4: Design of Composite Steel and Concrete Structures-Part 1-1: General Rules and Rules for Buildings. CEN, Brussels, Belgium: European Committee for Standardization; 2004. AISC 360-16. Specification for Structural Steel Buildings. Chicago, IL: American Institute of Steel Construction; 2016. 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) Fujimoto, 2004, Behavior of eccentrically loaded concrete-filled steel tubular columns, J Struct Eng, 130, 203, 10.1061/(ASCE)0733-9445(2004)130:2(203) Giakoumelis, 2004, Axial capacity of circular concrete-filled tube columns, J Constr Steel Res, 60, 1049, 10.1016/j.jcsr.2003.10.001 Lee, 2011, Behavior of high-strength circular concrete-filled steel tubular (CFST) column under eccentric loading, J Constr Steel Res, 67, 1, 10.1016/j.jcsr.2010.07.003 Uy, 2011, Behaviour of short and slender concrete-filled stainless steel tubular columns, J Constr Steel Res, 67, 360, 10.1016/j.jcsr.2010.10.004 Xiong, 2017, Axial performance of short concrete filled steel tubes with high-and ultra-high-strength materials, Eng Struct, 136, 494, 10.1016/j.engstruct.2017.01.037 Huang, 2019, Local and post-local buckling of fabricated high-strength steel and composite columns, J Constr Steel Res, 154, 235, 10.1016/j.jcsr.2018.12.004 Tomii M, Yoshimura K, Morishita Y. Experimental studies on concrete-filled steel tubular stub columns under concentric loading. In: International colloquium on stability of structures under static and dynamic loads, Washington, DC; 1977. p. 718–41. Evirgen, 2014, Structural behavior of concrete filled steel tubular sections (CFT/CFSt) under axial compression, Thin-Walled Struct, 80, 46, 10.1016/j.tws.2014.02.022 Ding, 2016, Composite action of hexagonal concrete-filled steel tubular stub columns under axial loading, Thin-Walled Struct, 107, 502, 10.1016/j.tws.2016.07.005 Ding, 2016, Composite action of octagonal concrete-filled steel tubular stub columns under axial loading, Thin-Walled Struct, 107, 453, 10.1016/j.tws.2016.07.012 Xu, 2016, Performance of hexagonal CFST members under axial compression and bending, J Constr Steel Res, 123, 162, 10.1016/j.jcsr.2016.04.026 Zhu, 2017, Behaviour of polygonal-shaped steel-tube columns filled with high-strength concrete, Proc Inst Civil Eng-Struct Build, 171, 96, 10.1680/jstbu.16.00182 Zhu, 2018, Experimental investigation on octagonal concrete filled steel stub columns under uniaxial compression, J Constr Steel Res, 147, 457, 10.1016/j.jcsr.2018.04.030 Zhu, 2019, Experimental investigation on steel-tube-confined-concrete stub column with different cross-section shapes under uniaxial-compression, J Constr Steel Res, 162, 10.1016/j.jcsr.2019.105729 Yu, 2013, A unified formulation for circle and polygon concrete-filled steel tube columns under axial compression, Eng Struct, 49, 1, 10.1016/j.engstruct.2012.10.018 Yu, 2014, A unified method for calculating fire resistance of solid and hollow concrete-filled steel tube columns based on average temperature, Eng Struct, 71, 12, 10.1016/j.engstruct.2014.03.038 Yu, 2020, A unified method for calculating the fire resistance of concrete-filled steel tube with fire protection under combined loading, J Const Steel Res, 168, 10.1016/j.jcsr.2020.106003 Susantha, 2001, Uniaxial stress–strain relationship of concrete confined by various shaped steel tubes, Eng Struct, 23, 1331, 10.1016/S0141-0296(01)00020-7 Hassanein, 2018, Finite element analysis of large diameter high strength octagonal CFST short columns, Thin-Walled Struct, 123, 467, 10.1016/j.tws.2017.11.007 Hassanein, 2017, Behaviour and design of hexagonal concrete-filled steel tubular short columns under axial compression, Eng Struct, 153, 732, 10.1016/j.engstruct.2017.10.010 Dai, 2010, Numerical modelling of the axial compressive behaviour of short concrete-filled elliptical steel columns, J Constr Steel Res, 66, 931, 10.1016/j.jcsr.2010.02.003 Patel, 2016, Confined concrete model of circular, elliptical and octagonal CFST short columns, Steel Compo Struct, 22, 497, 10.12989/scs.2016.22.3.497 Ottosen, 2005 Liang, 2014 Ahmed, 2018, Nonlinear analysis of rectangular concrete-filled double steel tubular short columns incorporating local buckling, Eng Struct, 175, 13, 10.1016/j.engstruct.2018.08.032 Ahmed, 2019, Numerical analysis of axially loaded circular high strength concrete-filled double steel tubular short columns, Thin-Walled Struct, 138, 105, 10.1016/j.tws.2019.02.001 Liang, 2009, Performance-based analysis of concrete-filled steel tubular beam–columns, Part I: Theory and algorithms, J Constr Steel Res, 65, 363, 10.1016/j.jcsr.2008.03.007 Liang, 2009, Nonlinear analysis of circular concrete-filled steel tubular short columns under axial loading, J Constr Steel Res, 65, 2186, 10.1016/j.jcsr.2009.06.015 Patel, 2014, Nonlinear analysis of axially loaded circular concrete-filled stainless steel tubular short columns, J Constr Steel Res, 101, 9, 10.1016/j.jcsr.2014.04.036 Liang, 2017, Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression, Eng Struct, 131, 639, 10.1016/j.engstruct.2016.10.019 Patel, 2020, Numerical simulations of circular high strength concrete-filled aluminum tubular short columns incorporating new concrete confinement model, Thin-Walled Struct, 147, 10.1016/j.tws.2019.106492 Persson, 2004, A simple mesh generator in MATLAB, SIAM Rev, 46, 329, 10.1137/S0036144503429121 Wang, 2015, Testing and analysis of axially loaded normal-strength recycled aggregate concrete filled steel tubular stub columns, Eng Struct, 86, 192, 10.1016/j.engstruct.2015.01.007 Mander JB. Seismic design of bridge piers, (Ph.D. Thesis), Christchurch, New Zealand, Dep. Civ. Eng., Uni. Cant.; 1983. Mander, 1988, Theoretical stress-strain model for confined concrete, J Struct Eng, 114, 1804, 10.1061/(ASCE)0733-9445(1988)114:8(1804) Lim, 2014, Stress–strain model for normal-and light-weight concretes under uniaxial and triaxial compression, Constr Build Mat, 71, 492, 10.1016/j.conbuildmat.2014.08.050 Ahmed, 2019, Experimental and numerical studies of square concrete-filled double steel tubular short columns under eccentric loading, Eng Struct, 197, 10.1016/j.engstruct.2019.109419 Ahmed, 2019, Behavior of eccentrically loaded double circular steel tubular short columns filled with concrete, Eng Struct, 201, 10.1016/j.engstruct.2019.109790 Ahmed, 2020, Experimental and numerical investigations of eccentrically loaded rectangular concrete-filled double steel tubular columns, J Constr Steel Res, 167, 10.1016/j.jcsr.2020.105949 Richart FE, Brandtzaeg A, Brown RL. A study of the failure of concrete under combined compressive stresses. Uni. Illinois at Urbana Champaign, Col. Engineering. Eng. Exp. St.; 1928. De Nicolo, 1994, Strain of concrete at peak compressive stress for a wide range of compressive strengths, Mat Struct, 27, 206, 10.1007/BF02473034 Oehlers, 1999 Krishan, 2020, Deformability of volume-compressed concrete core of concrete filled steel tube columns, IOP Conf Ser Mat Sci Eng, 753 Krishan, 2018, Strength calculation of short concrete-filled steel tube columns, Int J Con Struct Mat, 12, 84, 10.1186/s40069-018-0322-z Tang, 1996, Modeling of stress-strain relationships for steel and concrete in concrete filled circular steel tubular columns, Steel Constr Eng, JSSC, 3, 35