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http://dx.doi.org/10.12989/scs.2022.45.1.023

Test and analysis of concrete-filled double steel and double skin tubular columns having outer stainless steel tube  

Tokgoz, Serkan (Department of Civil Engineering, Adana Alparslan Turkes Science and Technology University)
Karaahmetli, Sedat (Department of Civil Engineering, Adana Alparslan Turkes Science and Technology University)
Dundar, Cengiz (Department of Civil Engineering, Toros University)
Publication Information
Steel and Composite Structures / v.45, no.1, 2022 , pp. 23-38 More about this Journal
Abstract
This paper presents experimental and analytical studies of eccentrically loaded concrete-filled double steel (CFDST) and concrete-filled double skin tube (DCFST) columns having outer stainless steel tube. Eighteen CFDST and DCFST column specimens were manufactured and tested to examine the strength and load-deflection responses. In the study, the main parameters were concrete strength, load eccentricity, cross section and slenderness. The strengths, load-deflection diagrams and failure patterns of the columns were observed. In addition, the tested CFDST and DCFST columns were analyzed to attain the capacity and load versus lateral deflection responses. The obtained theoretical results were compared with the test results. A parametric study was also performed to research the effects of the ratio of eccentricity (e/Ho) slenderness ratio (L/r), Ho/to ratio, Hi/ti ratio and the concrete compressive strength on the behavior of columns. In this work, the obtained results indicated that the ductility and capacity of columns were affected by cross section, concrete strength, steel strength, loading eccentricity and slenderness.
Keywords
carbon steel tube; concrete-filled steel tube; double skin; double steel; stainless steel tube;
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1 Rasmussen, K.J.R. (2000), "Recent research on stainless steel tubular structures", J. Constr. Steel Res., 54(1), 75-88. https://doi.org/10.1016/S0143-974X(99)00052-8.   DOI
2 Rasmussen, K.J.R. (2003), "Full-range stress-strain curves for stainless steel alloys", J. Constr. Steel Res., 59(1), 47-61. https://doi.org/10.1016/S0143974X(02)00018-4.   DOI
3 Rizwan, M., Liang, Q.Q. and Hadi, M.N.S. (2021a), "Fiber-based computational modelling of rectangular double-skin concretefilled steel tubular short columns including local buckling", Eng. Struct. 248, 113268. https://doi.org/10.1016/j.engstruct.2021.113268   DOI
4 Rizwan, M., Liang, Q.Q. and Hadi, M.N.S. (2021b), "Numerical analysis of rectangular double-skin concrete-filled steel tubular slender columns incorporating interaction buckling", Eng. Struct. 245, 112960. https://doi.org/10.1016/j.engstruct.2021.112960.   DOI
5 Wang, F.C., Han, L.H. and Li, W. (2018), "Analytical behavior of CFDST stub columns with external stainless steel tubes under axial compression", Thin-Walled Struct., 127, 756-768. https://doi.org/10.1016/j.tws.2018.02.021   DOI
6 Tokgoz, S. and Dundar, C. (2010), "Experimental study on steel tubular columns in-filled with plain and steel fiber reinforced concrete", Thin-Walled Struct., 48, 414-422. https://doi.org/10.1016/j.tws.2010.01.009   DOI
7 Romero, M.L., Espinos, A., Portoles, J.M., Hospitaler, A. and Ibanez, C. (2015) "Slender double-tube ultra-high strength concrete-filled tubular columns under ambient temperature and fire", Eng. Struct., 99, 536-545. https://doi.org/10.1016/j.engstruct.2015.05.026   DOI
8 Tao, Z. and Han, L.H. (2006), "Behaviour of concrete-filled double skin rectangular steel tubular beam-columns", J. Const. Steel Res., 62, 631-646. https://doi.org/10.1016/j.jcsr.2005.11.008   DOI
9 Tokgoz, S. (2015), "Tests on plain and steel fiber concrete-filled stainless steel tubular columns", J. Constr. Steel Res., 114, 129-135. https://doi.org/10.1016/j.jcsr.2015.07.013   DOI
10 Uy, B., Tao, Z. and Han, L.H. (2011), "Behaviour of short and slender concrete-filled stainless steel tubular columns", J. Constr. Steel Res., 67(3), 360-378. https://doi.org/10.1016/j.jcsr.2010.10.004   DOI
11 Wang, F., Young, B. and Gardner, L. (2019), "Compressive testing and numerical modelling of concrete-filled double skin CHS with austenitic stainless steel outer tubes", Thin-Walled Struct., 141, 345-359. https://doi.org/10.1016/j.tws.2019.04.003   DOI
12 Wang, F., Young, B. and Gardner, L. (2020b), "Compressive behaviour and design of CFDST cross-sections with stainless steel outer tubes", J. Const. Steel Res., 170, 105942. https://doi.org/10.1016/j.jcsr.2020.105942   DOI
13 Liang, Q.Q. (2017), "Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression", Eng. Struct., 131, 639-650. https://doi.org/10.1016/j.engstruct.2016.10.019   DOI
14 Wang, F., Young, B. and Gardner, L. (2021), "Testing and numerical modelling of circular CFDST cross-sections with stainless steel outer tubes in bending", Eng. Struct., 247, 113170. https://doi.org/10.1016/j.engstruct.2021.113170   DOI
15 Zhao, H., Lam, D., Hou, C.C. and Zhang, R. (2021) "Behaviours of circular CFDST with stainless steel external tube: Slender columns and beams", Thin-Walled Struct., 158, 107172. https://doi.org/10.1016/j.tws.2020.107172   DOI
16 Zheng, Y. and Tao, Z. (2019), "Compressive strength and stiffness of concrete-filled double-tube columns", Thin-Walled Struct. 134, 174-188. https://doi.org/10.1016/j.tws.2018.10.019   DOI
17 Hassanein, M.F. and Kharoob, O.F. (2014), "Analysis of circular concrete-filled double skin tubular slender columns with external stainless steel tube", Thin-Walled Struct., 79, 23-37. https://doi.org/10.1016/j.tws.2014.01.008   DOI
18 Hassanein, M.F., Kharoob, O.F. and Liang, Q.Q. (2013) "Circular concrete-filled double skin tubular short columns with external stainless steel tubes under axial compression", Thin-Walled Struct., 73, 252-263. https://doi.org/10.1016/j.tws.2013.08.017   DOI
19 Le, T.T., Patel, V.I., Liang, Q.Q. and Huynh, P. (2021a) "Numerical modelling of rectangular concrete-filled doubleskin steel tubular columns with outer stainless-steel skin", J. Const. Steel. Res., 179, 106504. https://doi.org/10.1016/j.jcsr.2020.106504   DOI
20 Le, T.T., Patel, V.I., Liang, Q.Q. and Huynh, P. (2021b), "Axisymmetric simulation of circular concrete-filled double skin steel tubular short columns incorporating outer stainlesssteel tube", Eng. Struct., 227, 111416. https://doi.org/10.1016/j.jcsr.2020.106504   DOI
21 Liang, Q.Q. (2018), "Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns", Eng. Struct., 168, 205-17. https://doi.org/10.1016/j.engstruct.2016.10.019   DOI
22 Mander, J.B., Priestley, M.N.J. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114(8), 1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)   DOI
23 Patel, V.I., Liang, Q.Q. and Hadi, M.N.S. (2020), "Numerical analysis of circular double-skin concrete-filled stainless steel tubular short columns under axial loading", Struct., 24,754-765. https://doi.org/10.1016/j.istruc.2020.02.001   DOI
24 ACI 318-08 (2008), Building code requirements for structural concrete, American Concrete Institute; Farmington Hills, MI, USA.
25 Abu-Shamah, A. and Allouzi, R. (2020), "Numerical investigation on the response of circular double-skin concrete-filled steel tubular slender columns subjected to biaxial bending", Steel Compos. Struct., 37(5), 533-549. https://doi.org/10.12989/scs.2020.37.5.533.   DOI
26 Ahmed, M., Liang, Q.Q., Patel, V.I. and Hadi, M.N.S. (2019) "Experimental and numerical studies of square concrete-filled double steel tubular short columns under eccentric loading", Eng Struct. 197, 109419. https://doi.org/10.1016/j.engstruct.2019.109419   DOI
27 Ahmed, M., Liang, Q.Q., Patel, V.I. and Hadi, M.N.S. (2019), "Local-global interaction buckling of square high strength concrete-filled double steel tubular slender beam-columns", Thin-Walled Struct., 143, 106244. https://doi.org/10.1016/j.tws.2019.106244   DOI
28 Ci, J., Ahmed, M., Jia, H., Chen, S., Zhou, D. and Hou, L. (2021), "Testing and strength prediction of eccentrically-loaded circular concrete-filled double steel tubular stub-columns" J. Constr. Steel Res., 186, 106881. https://doi.org/10.1016/j.jcsr.2021.106881   DOI
29 Elchalakani, M., Zhao, X.L. and Grzebieta, R. (2002), "Test on concrete filled double-skin (CHS outer and SHS inner) composite short columns under axial compression", ThinWalled Struct, 40(5), 415-441. https://doi.org/10.1016/S0263-8231(02)00009-5   DOI
30 Essopjee, Y. and Dundu, M. (2015) "Performance of concretefilled double-skin circular tubes in compression", Composite Struct., 133, 1276-283. https://doi.org/10.1016/j.compstruct.2015.08.033   DOI
31 Han, L.H., Ren, Q.X. and Li, W. (2011) "Tests on stub stainless steel-concrete-carbon steel double-skin tubular (DST) columns", J Const Steel Res., 67(3), 437-452. https://doi.org/10.1016/j.jcsr.2010.09.010   DOI
32 Eurocode 4, EC4, (1994): Design of composite steel and concrete structures, Commission of the European Communities, Brussels
33 Ahmed, M., Liang, Q.Q., Patel, V.I. and Hadi, M.N.S. (2018), "Nonlinear analysis of rectangular concrete-filled double steel tubular short columns incorporating local buckling", Eng. Struct., 175, 13-26. https://doi.org/10.1016/j.engstruct.2018.08.032   DOI
34 Albero, V., Ibanez, C., Piquer, A. and Figueirido, D.H. (2021) "Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads", J. Constr. Steel Res., 176, 106365. https://doi.org/10.1016/j.jcsr.2020.106365   DOI
35 Dai, P., Yang, L., Wang, J., Ning, K., Gang, Y. (2022), "Compressive behavior of concrete-filled square stainless steel tube stub columns", Steel Compos. Struct., 42(1), 91-106. https://doi.org/10.12989/scs.2022.42.1.091   DOI
36 Hassanein, M.F., Kharoob, O.F. and Gardner, L. (2015), "Behaviour and design of square concrete-filled double skin tubular columns with inner circular tubes", Eng Struct., 100, 410-24. https://doi.org/10.1016/j.engstruct.2015.06.022   DOI
37 Huang, Y. and Young, B. (2018) "Design of cold-formed stainless steel circular hollow section columns using direct strength method", Eng. Struct., 163, 177-183. https://doi.org/10.1016/j.tws.2013.08.017   DOI
38 Phan, D.H.H., Patel, V.I., Al Abadi, H. and Thai, H.T. (2020), "Analysis and design of eccentrically compressed ultra-highstrength slender CFST circular columns", Struct., 27, 2481- 2499. https://doi.org/10.1016/j.istruc.2020.08.037.   DOI
39 Le, T.T., Patel, V.I., Liang, Q.Q., Huynh, P. and Ha, N.S. (2022), "Numerical analysis of square concrete-filled double-skin tubular columns with outer stainless-steel tube", Struct. Concrete, 1-18. https://doi.org/10.1002/suco.202100649   DOI
40 Lu, H., Han, L.H. and Zhao, X.L. (2000) "Fire performance of self-consolidating concrete filled double skin steel tubular columns: experiments", Fire Saf. J., 45(2), 106-115. https://doi.org/10.1016/j.firesaf.2009.12.001   DOI
41 Ren, Q.X., Hou, C., Lam, D., and Han, L.H. (2014), "Experiments on the bearing capacity of tapered concrete filled double skin steel tubular (CFDST) stub columns", Steel Compos. Struct., 17(5), 667-686. http://dx.doi.org/10.12989/scs.2014.17.5.667.   DOI
42 Rodriguez, J.A. and Ochoa, D.A. (1999), "Biaxial interaction diagrams for short RC columns of any cross section", J. Struct. Eng., 125(6), 672-682. https://doi.org/10.1061/(ASCE)07339445(1999)125:6(672).   DOI
43 Tao, Z., Han, L.H. and Zhao, X.L. (2003), "Behaviour of concretefilled double skin (CHS Inner and CHS Outer) steel tubular stub columns and beam-columns", J. Constr. Steel Res., 60(8), 1129-1158. https://doi.org/10.1016/j.jcsr.2003.11.008   DOI
44 Wang, F., Young, B. and Gardner, L. (2020a), "CFDST sections with square stainless steel outer tubes under axial compression: experimental investigation, numerical modelling and design", Eng. Struct., 207, 110189. https://doi.org/10.1016/j.engstruct.2020.110189   DOI
45 Tokgoz, S., Dundar, C., Karaahmetli, S. and Ozel, (2021), "R. Research on concrete-filled stainless steel tubular composite columns", Struct., 33, 703-719. https://doi.org/10.1016/j.istruc.2021.04.065   DOI