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http://dx.doi.org/10.12989/scs.2022.43.2.257

Steel and FRP double-tube confined RAC columns under compression: Comparative study and stress-strain model  

Xiong, Ming-Xiang (Protective Structures Centre, School of Civil Engineering, Guangzhou University)
Chen, Guangming (State Key Laboratory of Subtropical Building Science, South China University of Technology)
Long, Yue-Ling (School of Civil and Transportation Engineering, Guangdong University of Technology)
Cui, Hairui (School of Civil and Transportation Engineering, Guangdong University of Technology)
Liu, Yaoming (School of Civil and Transportation Engineering, Guangdong University of Technology)
Publication Information
Steel and Composite Structures / v.43, no.2, 2022 , pp. 257-270 More about this Journal
Abstract
Recycled aggregate concrete (RAC) is rarely used in load-carrying structural members. To widen its structural application, the compressive behavior of a promising type of composite column, steel-fiber reinforced polymer (FRP) double-tube confined RAC column, has been experimentally and analytically investigated in this study. The objectives are the different performance of such columns from their counterparts using natural aggregate concrete (NAC) and the different mechanisms of the double-tube and single-tube confined concrete. The single-tube confined concrete refers to that in concrete-filled steel tubular (CFST) columns and concrete-filled FRP tubular (CFFT) columns. The test results showed that the use of recycled coarse aggregates (RCA) affected the axial load-strain response in terms of deformation capacity but such effect could be eliminated with the increasing confinement. The composite effect can be triggered by the double confinement of the steel and carbon FRP (CFRP) tubes but not by the steel and polyethylene terephthalate (PET) FRP tubes. The proposed analysis-oriented stress-strain model is capable to capture the load-deformation history of such steel-FRP double-tube confined concrete columns under axial compression.
Keywords
composite effect; FRP tube; load share; recycled aggregate concrete; steel tube; stress-strain model;
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1 Xiao, J.Z., Li, W.G., Sun, Z.H., Lange, D.A. and Shahm S.P. (2013), "Properties of interfacial transition zones in recycled aggregate concrete tested by nanoindentation", Cement Concrete Compos., 37, 276-292. https://doi.org/10.1016/j.cemconcomp.2013.01.006.   DOI
2 Xiong, M.X., Xu, Z., Chen, G.M. and Lan, Z.H. (2020), "FRPconfined steel-reinforced recycled aggregate concrete columns: Concept and behaviour under axial compression", Compos. Struct., 246, 112408. https://doi.org/10.1016/j.compstruct.2020.112408.   DOI
3 Zeng, J.J., Lv, J.F., Lin, G., Guo, Y.C. and Li, L.J. (2018), "Compressive behavior of double-tube concrete columns with an outer square FRP tube and an inner circular high-strength steel tube", Construct. Build. Mater., 184, 668-680 https://doi.org/10.1016/j.conbuildmat.2018.07.034.   DOI
4 Zhang, J.H., Ding, L., Li, F. and Peng, J.H. (2020), "Recycled aggregates from construction and demolition wastes as alternative filling materials for highway subgrades in China", J. Cleaner Production, 255, 120223. https://doi.org/10.1016/J.JCLEPRO.2020.120223.   DOI
5 Zhou, J.K., Lin, G. and Teng, J.G. (2021), "Stress-strain behavior of FRP-confined concrete containing recycled concrete lumps", Construct. Build. Mater., 267, 120915. https://doi.org/10.1016/j.conbuildmat.2020.120915.   DOI
6 Kisku, N., Joshi, H., Ansari, M., Panda, S.K. (2017), "A critical review and assessment for usage of recycled aggregate as sustainable construction material", Construct. Build. Mater., 131, 721-740. https://doi.org/10.1016/j.conbuildmat.2016.11.029.   DOI
7 Lam, L. and Teng, J.G. (2004), "Ultimate condition of fiber reinforced polymer-confined concrete", J. Compos. Construct., 8(6), 539-548. https://doi.org/10.1061/(ASCE)1090-0268(2004)8:6(539).   DOI
8 Lee, C.S. and Hegemier, G.A. (2009), "Model of FRP-confined concrete cylinders in axial compression", J. Compos. Construct., 13(5), 442-454. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000029.   DOI
9 Li, G.C., Lang, Y. and Yang Z.J. (2011), "Behavior of high strength cfsst stub columns with inner CFRP tube under axial compressive load", Adv. Steel Construct., 7(3), 239-254.
10 Long, Y.L., Li, W.T., Dai, J.G. and Gardner, L. (2018), "Experimental study of concrete-filled CHS stub columns with inner FRP Tubes", Thin-Wall. Struct., 122, 606-621. https://doi.org/10.1016/j.tws.2017.10.046.   DOI
11 ASTM D3039/D3039M-17 (2017), Standard Test Method for Tensile Properties of Polymer Matrix Hybrid Materials. West Conshohocken, USA.
12 Ding, T., Xiao, J.Z. and Tam, W.Y.V. (2016), "A closed-loop life cycle assessment of recycled aggregate concrete utilization in China", Waste Management, 56, 367-375. https://doi.org/10.1016/j.wasman.2016.05.031.   DOI
13 Cheng S., Feng P., Bai Y. and Ye L.P. (2016), "Load-strain model for steel-concrete-FRP-concrete columns in axial compression", J. Compos. Construct., 20(5), 04016017. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000664.   DOI
14 Han, L.H., Yao, G.H. and Tao, Z. (2007), "Performance of concrete-filled thin-walled steel tubes under pure torsion", Thin-Wall. Struct., 45, 24-36. https://doi.org/10.1016/j.tws.2007.01.008.   DOI
15 An, L.H. and Fehling, E. (2017), "Assessment of stress-strain model for UHPC confined by steel tube stub columns", Struct. Eng. Mech., 63(3), 371-384. https://doi.org/10.12989/sem.2017.63.3.371.   DOI
16 An, L.H., Fehling, E., Thai, D.K. and Nguyen, C.V. (2018), "Simplified stress-strain model for circular steel tube confined UHPC and UHPFRC columns", Steel Compos. Struct., 29(1), 125-138. https://doi.org/10.12989/scs.2018.29.1.125.   DOI
17 ASTM C39/C39M-20 (2020), Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. West Conshohocken, PA.
18 ASTM C469/C469M-14 (2014), Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression. West Conshohocken, PA.
19 Chen, G.M., Lan, Z.H., Xiong, M.X. and Xu, Z. (2020), "Compressive behavior of FRP-confined steel-reinforced high strength concrete columns", Eng. Struct., 220, 110990. https://doi.org/10.1016/j.engstruct.2020.110990.   DOI
20 Chen, G.M., Zhang, J.J., Jiang, T., Lin, C.J. and He, Y.H. (2018), "Compressive behavior of CFRP-confined recycled aggregate concrete in different-sized circular sections", J. Compos. Construct., 22(4), 04018021. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000859.   DOI
21 Li, L.G., Lin, C.J., Chen, G.M., Kwan, A.K.H. and Jiang, T. (2017), "Effects of packing on compressive behaviour of recycled aggregate concrete", Construct. Build. Mater., 157, 757-777. https://doi.org/10.1016/j.conbuildmat.2017.09.097.   DOI
22 Ozbakkaloglu, T. (2015), "A novel FRP-dual-grade concrete-steel composite column system", Thin-Wall. Struct., 96, 295-306. https://doi.org/10.1016/j.tws.2015.08.016.   DOI
23 Xiong, M.X., Xu, Z., Chen, G.M. and Lan, Z.H. (2020), "FRP-confined steel-reinforced recycled aggregate concrete columns: Concept and behavior under axial compression", Compos. Struct., 246, 112408. https://doi.org/10.1016/j.compstruct.2020.112408.   DOI
24 ASTM E 8M/E8M-16 (2016), Standard Test Methods for Tension Testing of Metallic Materials. West Conshohocken, PA.
25 Zhao, J.L., Yu, T. and Teng, J.G. (2015), "Stress-Strain Behavior of FRP-Confined Recycled Aggregate Concrete", J. Compos. Construct., 19(3), 04014054. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000513.   DOI
26 Nath, A.D., Hoque, M.I., Datta, S.D. and Shahriar, F. (2021), "Various recycled steel fiber effect on mechanical properties of recycled aggregate concrete", Int. J. Build. Pathology Adapt., https://doi.org/10.1108/IJBPA-07-2021-0102.   DOI
27 Ou, J.L. and Shao, Y.B. (2021), "Compressive strength of circular concrete filled steel tubular stubs strengthened with CFRP", Steel Compos. Struct., 39(2), 189-200. http://dx.doi.org/10.12989/scs.2021.39.2.189.   DOI
28 Ozbakkaloglu, T. and Fanggi, B.L. (2014), "Axial compressive behavior of FRP-concrete-steel double-skin tubular columns made of normal- and high-strength concrete", J. Compos. Construct., 18(1), 04013027. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000401.   DOI
29 Popvics, S. (1973), "Numerical approach to the complete stress-strain relation for concrete", Cement Concrete Res., 3(5), 583-599. https://doi.org/10.1016/0008-8846(73)90096-3.   DOI
30 Ren, R., Qi, L.J., Xue, J.Y., Zhang, X., Ma, H., Liu X.G. and Ozbakkaloglu, T. (2021), "Concrete-steel bond-slip behavior of recycled concrete: Experimental investigation", Steel Compos. Struct., 38(3), 241-255. http://dx.doi.org/10.12989/scs.2021.38.3.241.   DOI
31 Sakino, K. and Sun, Y. (1994), "Stress-strain curve of concrete confined by rectilinear hoop", J. Struct. Construct. Eng., 461, 95-104. https://doi.org/10.3130/aijs.59.95_1.   DOI
32 Sakino, K., Nakahara, H., Morino, S. and Nishiyama I. (2004), "Behavior of centrally loaded concrete-filled steel-tube short columns", J. Struct. Eng., 130(2), 180-188. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(180).   DOI
33 Tao, Z., Wang, Z.B. and Yu, Q. (2013), "Finite element modelling of concrete-filled steel stub columns under axial compression", J. Construct. Steel Res., 89, 121-131. https://doi.org/10.1016/j.jcsr.2013.07.001.   DOI
34 El-Mahdy, O.O., Hamdy, G.A. and Hisham, M. (2021), "Efficiency of insulation layers in fire protection of FRP-confined RC columns-numerical study", Struct. Eng. Mech., 77(5), 673-689. http://dx.doi.org/10.12989/sem.2021.77.5.673.   DOI
35 EN 1993-1-1 (2005), European Committee for Standardization. Eurocode 3: Design of steel structures - Part 1-1: General Rules and Rules for Buildings. Brussels.
36 Sobuz, M.H.R., Datta, S.D. and Rahman M. (2022), "Evaluating the properties of demolished aggregate concrete with nondestructive assessment", Adv. Civil Eng., Lecture Notes Civil Eng., 184, 223-233. https://doi.org/10.1007/978-981-16-5547-0_22.   DOI
37 Shohana, S.A., Hoque, Md. I. and Sobuz, Md. H.R. (2020), "Experimental investigation on hardened properties of recycled coarse aggregate concrete", Adv. Concrete Construct., 10(5), 369-379. http://dx.doi.org/10.12989/acc.2020.10.5.369.   DOI
38 Tao, Y., Gu, J.B., Chen, J.F. and Feng P. (2021), "Behavior of hybrid CFST with FRP-confined UHPC core under axial compression", Steel Compos. Struct., 40(1), 75-85. http://dx.doi.org/10.12989/scs.2021.40.1.075.   DOI
39 Teng, J.G., Huang, Y.L., Lam, L. and Ye, L.P. (2007), "Theoretical model for fiber reinforced polymer-confined concrete", J. Compos. Construct., 11(2), 201-210. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:2(201).   DOI
40 Feng, P., Cheng, S. and Yu, T. (2018), "Seismic performance of hybrid columns of concrete-filled square steel tube with FRP-confined concrete core", J. Compos. Construct., 22(4), 04018015. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000849.   DOI
41 Feng, P., Cheng, S., Bai, Y. and Ye, L.P. (2015), "Mechanical behavior of concrete-filled square steel tube with FRP-confined concrete core subjected to axial compression", Compos. Struct., 123, 312-324. https://doi.org/10.1016/j.compstruct.2014.12.053.   DOI
42 Huang, B., Wang, X., Kua, H., Geng, Y., Bleischwitz, R. and Ren, J. (2018), "Construction and demolition waste management in China through the 3R principle", Resources, Conservat. Recycling Volume, 129, 36-44. https://doi.org/10.1016/j.resconrec.2017.09.029.   DOI
43 JGJ 52 (2007), Standard for Technical Requirements and Test Method of Sand and Crushed Stone (or Gravel) for Ordinary Concrete, China Academy of Building Research, China Architecture & Building Press, Beijing, China. (In Chinese)
44 Jiang, T. and Teng, J.G. (2007), "Analysis-oriented stress-strain models for FRP-confined concrete", Eng. Struct., 29, 2968-2986. https://doi.org/10.1016/j.engstruct.2007.01.010.   DOI
45 Vieira, C.S. and Pereira, P.M. (2015), "Use of recycled construction and demolition materials in geotechnical applications: a review", Resources Conservat. Recycling, 103, 192-204. https://doi.org/10.1016/j.resconrec.2015.07.023.   DOI
46 Kazmi, S.M.S, Munir, M.J., Wu, Y.F., Patnaikuni, I., Zhou, Y.W. and Xing, F. (2019), "Influence of different treatment methods on the mechanical behavior of recycled aggregate concrete: A comparative study", Cement Concrete Compos., 104, 103398. https://doi.org/10.1016/j.cemconcomp.2019.103398.   DOI
47 Teng, J.G., Wang, Z.H., Yu, T., Zhao, Y. and Li, L.J. (2018), "Double-tube concrete columns with a high-strength internal steel tube: Concept and behaviour under axial Compression", Adv. Struct. Eng., 21(10), 1585-1594. https://doi.org/10.1177/1369433217746838.   DOI
48 Velardo, P., Saez del Bosque, I.F., Sanchez de Rojas, M.I., De Belie, N. and Medina, C. (2021), "Durability of concrete bearing polymer-treated mixed recycled aggregate", Construct. Build. Mater., 315, 125781. https://doi.org/10.1016/j.conbuildmat.2021.125781.   DOI