Browse > Article
http://dx.doi.org/10.1007/s13296-018-0084-0

Nonlinear Buckling Analysis of H-Type Honeycombed Composite Column with Rectangular Concrete-Filled Steel Tube Flanges  

Ji, Jing (Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, College of Civil Engineering, Northeast Petroleum University)
Xu, Zhichao (Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, College of Civil Engineering, Northeast Petroleum University)
Jiang, Liangqin (Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, College of Civil Engineering, Northeast Petroleum University)
Yuan, Chaoqing (Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, College of Civil Engineering, Northeast Petroleum University)
Zhang, Yunfeng (Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, College of Civil Engineering, Northeast Petroleum University)
Zhou, Lijian (Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, College of Civil Engineering, Northeast Petroleum University)
Zhang, Shilong (Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, College of Civil Engineering, Northeast Petroleum University)
Publication Information
International journal of steel structures / v.18, no.4, 2018 , pp. 1153-1166 More about this Journal
Abstract
This paper was concerned with the nonlinear analysis on the overall stability of H-type honeycombed composite column with rectangular concrete-filled steel tube flanges (STHCC). The nonlinear analysis was performed using ABAQUS, a commercially available finite element (FE) program. Nonlinear buckling analysis was carried out by inducing the first buckling mode shape of the hinged column to the model as the initial imperfection with imperfection amplitude value of L/1000 and importing the simplified constitutive model of steel and nonlinear constitutive model of concrete considering hoop effect. Close agreement was shown between the experimental results of 17 concrete-filled steel tube (CFST) specimens and 4 I-beams with top flanges of rectangular concrete-filled steel tube (CFSFB) specimens conducted by former researchers and the predicted results, verifying the correctness of the method of FE analysis. Then, the FE models of 30 STHCC columns were established to investigate the influences of the concrete strength grade, the nominal slenderness ratio, the hoop coefficient and the flange width on the nonlinear stability capacity of SHTCC column. It was found that the hoop coefficient and the nominal slenderness ratio affected the nonlinear stability capacity more significantly. Based on the results of parameter analysis, a formula was proposed to predict the nonlinear stability capacity of STHCC column which laid the foundation of the application of STHCC column in practical engineering.
Keywords
Nonlinear buckling; H-type honeycombed composite column; ABAQUS; Concrete-filled steel tube (CFST) flange; Stability bearing capacity;
Citations & Related Records
연도 인용수 순위
  • Reference
1 ABAQUS Inc. (2006). ABAQUS analysis user s manual. Palo Alto:ABAQUS Inc.
2 BSEN1993-1-1. (2005). Eurocode 3: Design of steel structures-Part 1-1: General rules and rules for buildings. London: British Standards Institution.
3 Ellobody, E., & Ghazym, F. (2012). Experimental investigation of eccentrically loaded fibre reinforced concrete-filled stainless steel tubular columns. Journal of Constructional Steel Research, 76(2), 167-176.   DOI
4 GB50010-2010. (2014). Code for design of concrete structures. Beijing:China Building Industry Press.
5 Han, L. H. (2016). Concrete-filled steel tubular structures: Theory and practice. Beijing: Science Press. (in Chinese).
6 Hassanein, M. F., & Silvestre, N. (2013). Lateral-distortional buckling of hollow tubular flange plate girders with slender unstiffened webs. Engineering Structures, 56(6), 572-584.   DOI
7 James, M. G., & Barry, J. G. (2011). Strength of materials. Beijing:Machinery Industry Press.
8 Ji, J., Xu, Z. C., et al. (2017). Eigenvalue buckling analysis of H-type honeycombed composite column with rectangular concrete-filled steel tube flanges. Journal of Northeast Petroleum University, 41(1), 106-116. (in Chinese).
9 Ji, J., Zhang, W. F., et al. (2018). Finite element model based test and analysis on ACHC short columns and hoop coefficient. Cluster Computing, 21(1), 1-13.   DOI
10 Lama, D., & Gardner, L. (2008). Structural design of stainless steel concrete filled columns. Journal of Constructional Steel Research, 64(11), 1275-1282.   DOI
11 Li, W. (2011). Study on the seismic performance of circular concretefilled steel tubular column to steel beam joint with external diaphragm. Doctor Dissertation, Tsinghua University, Beijing (in Chinese).
12 Liang, W. F. (2016). Experimental research on global stability behavior of I-beams with top flange of rectangular concrete-filled steel tube. Master Dissertation, Northeast Petroleum University, Daqing (in Chinese).
13 Patton, M. L., & Singh, K. D. (2017). Buckling of fixed-ended concrete-filled steel columns under axial compression. International Journal of Steel Structures, 17(3), 1059-1071.   DOI
14 Ren, Y. W. (2015). Experimental and theoretical investigation of bending behavior for rectangular steel tube flange beams. Master Dissertation, Northeast Petroleum University, Daqing (in Chinese).
15 Yang, Y., Zhou, J., et al. (2016). Experimental study on the compression of concrete filled steel tubular latticed columns with variable cross section. Steel & Composite Structures, 22(3), 663-675.   DOI
16 Yu, Z. W., & Ding, F. X. (2003). Unified calculation method of compressive mechanical properties of concrete. Journal of Building Structures, 24(4), 41-46.
17 Zhang, Y. F. (2008). Global and local stability analysis of cellular beams. Master Dissertation, Central South University, Changsha (in Chinese).
18 Zheng, W. Z., & Ji, J. (2008a). Dynamic performance of angle-steel concrete columns under low cyclic loading-I: Experimental study. Earthquake Engineering and Engineering Vibration, 7(1), 67-75.   DOI
19 Zhang, W. F., Liu, Y. C., et al. (2014). Analysis of dynamic behavior for truss cable structures. Steel & Composite Structures, 16(2), 117-133.   DOI
20 Zhang, W. F., Liu, Y. C., et al. (2016). Lateral-torsional buckling analysis of cantilever beam with tip lateral elastic brace under uniform and concentrated load. International Journal of Steel Structures, 16(4), 1161-1173.   DOI
21 Zheng, W. Z., & Ji, J. (2008b). Dynamic performance of angle-steel concrete columns under low cyclic loading-II: Parametric study. Earthquake Engineering and Engineering Vibration, 7(2), 137-146.   DOI
22 Zhong, S. T. (2010). The concrete-filled steel tubular structures. Beijing:Tsinghua University Press. (in Chinese)
23 Zhou, T. (2012). Mechanical behavior and engineering application of special - shaped column composed of concrete - filled square steel tubes. Doctor Dissertation, Tianjin University, Tianjin (in Chinese)