Abstract
In this paper, a computational procedure for determining the response of circular concrete-filled steel tube (CFT) columns to monotonic loading is developed. Firstly, the basis of the proposed method is established by creating accurate three-dimensional nonlinear finite element models of these columns, which are validated by comparing their response results with those of experimental tests that are available in the literature. Then, these models are used for an extensive parametric study that determines the response to monotonic lateral loads of 192 circular CFT specimens with fairly broad values of diameter-to-thickness ratios, yield stress of steel tube, compressive strength of concrete core and axial load levels. On the basis of this response databank, empirical expressions are developed to estimate the force–displacement behavior of circular CFT columns under monotonic loading with simple yet reliable manner. The validity of these empirical expressions is verified by comparing their results with those of experimental tests. It is found that the proposed expressions can effectively describe the force–displacement behavior and capacity of circular CFT columns under monotonic loading conditions. These expressions are also used in pushover analysis of a simple frame consisting of steel beams and CFT columns in order to demonstrate their applicability and usefulness in simple practical problems. Finally, the proposed method, of determining the response of composite structures to monotonic lateral loading is compared with nonlinear time-history response analysis of these structures and useful conclusions are provided.
Similar content being viewed by others
References
ATENA (2012) Advanced tool for engineering nonlinear analysis, version 4,3,1g. Prague, Červenka Consulting Ltd
Baltay P, Gjelsvik A (1990) Coefficient of friction for steel on concrete at high normal stress. J Mater Civil Eng ASCE 2(1):46–49
Beheshti-Aval SB (2012) Strength evaluation of concrete-filled steel tubes subjected to axial-flexural loading by ACI and AISC-LRFD codes along with three dimensional nonlinear analysis. Int J Civil Eng 10(4):280–290
Carr AJ (2008) HYSTERES and RUAUMOKO-2D inelastic time-history analysis of two dimensional framed structures. Department of Civil Engineering, University of Canterbury, New Zealand
Chacón R (2015) Circular concrete-filled tubular columns: state of the art oriented to the vulnerability assessment. Open Civil Eng J 9:249–259
Cofie NG, Krawinkler H (1985) Uniaxial cyclic stress-strain behavior of structural steel. J Eng Mech ASCE 111(9):1105–1120
European Committee for Standardization (2004) Eurocode 4: design of composite steel and concrete structures, Part 1.1. General rules and rules for buildings, EN 1994-1-1, Brussels
European Committee for Standardization (2004) Eurocode 8: design of structures for earthquake resistance, Part 1: General rules, seismic actions and rules for buildings, EN 1998-1, Brussels
FEMA-273 (1997) Building seismic safety council, NEHRP guidelines for the seismic rehabilitation of buildings”. Federal Emergency Management Agency, Washington
Gardner J, Jacobson R (1967) Structural behavior of concrete filled steel tubes. ACI J 64(7):404–413
Gupta PK, Sarda SM, Kumar MS (2007) Experimental and computational study of concrete filled steel tubular columns under axial loads. J Constr Steel Res 63(2):182–193
Hajjar JF, Gourley BC (1996) Representation of concrete filled steel tube cross-section strength. J Struct Eng ASCE 122:1327–1336
Han LH, Lu H, Yao GH, Liao FY (2006) Further study on the flexural behaviour of concrete-filled steel tubes. J Constr Steel Res 62(6):554–565
Hatzigeorgiou GD (2008a) Numerical model for the behavior and capacity of circular CFT columns part I: theory. Eng Struct 30(6):1573–1578
Hatzigeorgiou GD (2008b) Numerical model for the behavior and capacity of circular CFT columns, part II: verification and extension. Eng Struct 30(6):1579–1589
Hatzigeorgiou GD, Beskos DE (2005) Minimum cost design of fibre-reinforced concrete-filled steel tubular columns. J Constr Steel Res 61(2):167–182
Hsiao PC, Kazuhiro Hayashi K, Nishi R, Lin XC, Nakashima M (2014) Investigation of concrete-filled double-skin steel tubular columns with ultrahigh-strength steel. J Struct Eng 141(7):1–8
Inai E, Mukai A, Kai M, Tokinoya H, Fukumoto T, Mori K (2004) Behavior of concrete-filled steel tube beam columns. J Struct Eng ASCE 130(2):189–202
Kamaris GS, Skalomenos KA, Hatzigeorgiou GD, Beskos DE (2016) Seismic damage estimation of in-plane regular steel/concrete composite moment resisting frames. Eng Struct 115:67–77
Knowles RB, Park R (1969) Strength of concrete filled steel tubular columns. J Struct Eng 95(ST12):2565–2587
Liu Z, Goel C (1988) Cyclic load behavior of concrete-filled tubular braces. J Struct Eng ASCE 114(7):1488–1506
Marohnić T, Basan R, Franulović M (2015) Evaluation of the possibility of estimating cyclic stress–strain parameters and curves from monotonic properties of steels. Proc Eng 101:277–284
Menétrey PH, Willam KJ (1995) Triaxial failure criterion for concrete and its generalization. ACI Struct J 92(3):311–318
Park RJT, Priestley MJN, Walpole WR (1983) Reinforced concrete bridge piles. Bulletin of the New Zealand National Society for Earthquake Engineering; 16
Ramberg W, Osgood WR (1943) Description of stress–strain curves by three parameters. Technical Note No. 902, National Advisory Committee For Aeronautics, Washington DC
Sakino K, Nakahara H, Morino S, Nishiyama I (2004) Behavior of centrally loaded concrete-filled steel tube short columns. J Struct Eng ASCE 124:180–188
SAP 2000 (1998) Analysis reference, structural and earthquake engineering software, computer and structures
Satyarno I, Carr AJ, Restrepo J (1998) Refined pushover analysis for the assessment of older reinforced concrete buildings. In: NZSEE technology conference, Wairakei, New Zealand, pp 75–82
Schneider SP (1998) Axially loaded concrete-filled steel tubes. J Struct Eng ASCE 124(10):1125–1138
Serras DN, Skalomenos KA, Hatzigeorgiou GD, Beskos DE (2016) Modeling of circular concrete-filled steel tubes subjected to cyclic lateral loading. Struct J 8(1):75–93
Shen C, Mamaghani IHP, Mizuno E, Usami T (1995) Cyclic behavior of structural steels II: theory. J Eng Mech ASCE 121(11):1165–1172
Shi G, Wang M, Bai Y, Wang F, Shi Y, Wang Y (2012) Experimental and modeling study of high-strength structural steel under cyclic loading. J Eng Struct 32:1–13
Skalomenos KA, Hatzigeorgiou GD, Beskos DE (2015) Modeling level selection for seismic analysis of concrete-filled steel tube/moment-resisting frames by using fragility curves. Earthq Eng Struct Dyn 44(2):199–220
Skalomenos KA, Hayashi K, Nishi R, Inamasu H, Nakashima M (2016) Experimental behavior of concrete-filled steel tube columns using ultrahigh-strength steel. J Struct Eng ASCE 142(9):04016057
Tomii M, Sakino K (1979) Elasto-plastic behavior of concrete filled square steel tubular beam-column. Trans Arch Inst Japan 280:111–120
Ucak A, Tsopelas P (2012) Accurate modeling of the cyclic response of structural components constructed of steel with yield plateau. J Eng Struct 35:272–280
Uy B (2000) Strength of concrete filled steel box columns incorporating local buckling. J Struct Eng ASCE 126:341–352
Vamvatsikos D, Cornell CA (2002) Incremental dynamic analysis. Earthq Eng Struct Dyn 31(3):491–514
Varma HA, Ricles JM, Sause R, Lu LW (2002) Seismic behavior and modeling of high-strength composite concrete-filled steel tube (CFT) beam-columns. J Constr Steel Res 58:725–758
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Serras, D.N., Skalomenos, K.A., Hatzigeorgiou, G.D. et al. Inelastic behavior of circular concrete-filled steel tubes: monotonic versus cyclic response. Bull Earthquake Eng 15, 5413–5434 (2017). https://doi.org/10.1007/s10518-017-0186-7
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10518-017-0186-7