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Flexural stiffness of steel-concrete composite beam under positive moment
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 Title & Authors
Flexural stiffness of steel-concrete composite beam under positive moment
Ding, Fa-Xing; Liu, Jing; Liu, Xue-Mei; Guo, Feng-Qi; Jiang, Li-Zhong;
 Abstract
This paper investigates the flexural stiffness of simply supported steel-concrete composite I-beams under positive bending moment through combined experimental, numerical, and different standard methods. 14 composite beams are tested for experimental study and parameters including shear connection degree, transverse and longitudinal reinforcement ratios, loading way are also investigated. ABAQUS is employed to establish finite element (FE) models to simulate the flexural behavior of composite beams. The influences of a few key parameters, such as the shear connection degree, stud arrangement, stud diameter, beam length, loading way, on the flexural stiffness is also studied by parametric study. In addition, three widely used standard methods including GB, AISC, and British standards are used to estimate the flexural stiffness of the composite beams. The results are compared with the experimental and numerical results. The findings have provided comprehensive understanding of the flexural stiffness and the modelling of the composite beams. The results also indicate that GB 50017-2003 could provide better results in comparison to the other standards.
 Keywords
steel-concrete composite beam;flexural stiffness;finite element;degree of shear connection;
 Language
English
 Cited by
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3.
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4.
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 References
1.
AISC-LRFD (2005), Load and resistance factor design specification for structural steel buildings, (2nd Ed.), American Institute of Steel Construction (AISC), Chicago, IL, USA.

2.
BS5950-3.1: British Standard (1990), Structural use of steelwork in building, Part 3: Design in Composite Construction, British Standards Institution, London, UK.

3.
Chang, X., Luo, X.L., Zhu, C.X. and Tang, C.A. (2014), "Analysis of circular concrete-filled steel tube support in high ground stress conditions", Tunn. Undergr. Sp. Tech., 43(3), 41-48. crossref(new window)

4.
Chang, X., Wang, J.H, Zhang, Z.H. and Tang, C.A. (2015a), "Effects of interface behavior on fracture spacing in layered rock", Rock Mech. Rock Eng., 48, 1-14. crossref(new window)

5.
Chang, X., Shan, Y.F., Zhang, Z.H., Tang, C.A. and Ru, Z.L. (2015b), "Behavior of propagating fracture at bedding interface in layered rocks", Eng. Geol., 197(10), 33-41 crossref(new window)

6.
Dias, M.M., Tamayo, J.L.P. and Morsch, I.B. (2015), "Time dependent finite element analysis of steelconcrete composite beams considering partial interaction", Comput. Concrete, 15(4), 687-707. crossref(new window)

7.
Ding, F.X., Ying, X.Y., Zhou, L.C. and Yu, Z.W. (2011), "Unified calculation method and its application in determining the uniaxial mechanical properties of concrete", Front. Archit. Civil Eng. China, 5(3), 381-393. crossref(new window)

8.
Ding, F.X., Liu, J. and Liu, X.M. (2015), "Mechanical behavior of circular and square concrete filled steel tube stub columns under local compression", Thin-Wall. Struct., 94(9), 155-166. crossref(new window)

9.
Ding, F.X., Fu, L. and Liu, X.M. (2016a), "Mechanical performances of track-shaped rebar stiffened concrete-filled steel tubular (SCFRT) stub columns under axial compression", Thin-Wall. Struct., 99(2), 168-181. crossref(new window)

10.
Ding, F.X., Lu, D.R. and Bai, Y. (2016b), "Comparative study of square stirrup-confined concrete-filled steel tubular stub columns under axial loading", Thin-Wall. Struct., 98(1), 443-453. crossref(new window)

11.
Eurocode 4, European Standard (2004), Design of composite steel and concrete structures, Part 1.1: General rules and rules for buildings-General rules, EN 1994-1-1.

12.
GB 50017-2003, China Standard (2003), Code for design of steel structures, China Planning Press, Beijing, China.

13.
Hou, Z.M., Xia, H. and Wang, Y.Q. (2015), "Dynamic analysis and model test on steel-concrete composite beams under moving loads", Steel Compos. Struct., Int. J., 18(3), 565-582. crossref(new window)

14.
Hibbitt, Karlson & Sorensen Inc. (2003), ABAQUS/standard User's Manual, Version 6.4.1., Pawtucket, RI, USA.

15.
Kim, S.H., Jung, C.Y. and Ahn, J.H. (2011), "Ultimate strength of composite structure with different degrees of shear connection", Steel Compos. Struct., Int. J., 11(2), 375-390. crossref(new window)

16.
Lezgy-Nazargah, M. and Kafi, L. (2015), "Analysis of composite steel-concrete beams using a refined highorder beam theory", Steel Compos. Struct., Int. J., 18(6), 1353-1368. crossref(new window)

17.
Mirza, O. and Uy, B. (2011), "Behaviour of composite beam-column flush end-plate connections subjected to low-probability, high-consequence loading", Eng. Struct., 33(2), 647-662. crossref(new window)

18.
Mohammad, R.S. (1999), "Modeling of bond-slip in steel-concrete composite beams and reinforcing bars ". Ph.D. Dissertation; University of Colorado, CO, USA.

19.
Nie, J.G. and Cai, C.S. (2003), "Steel-concrete composite beams considering shear slip effects", J. Struct. Eng., 129(4), 495-506. crossref(new window)

20.
Nie, J.G., Tao, M.X. and Cai, C.S. (2011), "Analytical and numerical modeling of prestressed continuous steel-concrete composite beams", J. Struct. Eng., 137(12), 1405-1418. crossref(new window)

21.
Ollgaard, J.G., Roger, G.S. and John, W.F. (1971), "Shear strength of stud connectors in lightweight and normal-weight concrete", AISC Eng. J., 8(2), 55-64.

22.
Salari, M.R. (1999), "Modeling of bond-slip in steel-concrete composite beams and reinforcing bars", Ph.D. Dissertation; University of Colorado at Boulder, Boulder, CO, USA.

23.
Selcuk, E.G. and Metin, H. (2013), "Ultimate behavior of composite beams with shallow I-sections", Steel Compos. Struct., Int. J., 14(5), 493-509. crossref(new window)

24.
Souici, A., Berthet, J.F., Li, A. and Rahal, N. (2013), "Behaviour of both mechanically connected and bonded steel-concrete composite beams", Eng. Stuct., 49(4), 11-23.

25.
Zhao, H.L., Yu, Y. and Ye. Z.M., (2012), "Simplified nonlinear simulation of steel-concrete composite beams", J. Constr. Steel Res., 71(4), 83-91. crossref(new window)

26.
Zhou, W.B., Li, S. and Jiang, L. (2015), "Distortional buckling calculation method of steel-concrete composite box beam in negative moment area", Steel Compos. Struct., Int. J., 19(5), 1203-1219. crossref(new window)

27.
Zhou, W.B., Li, S. and Huang, Z. (2016), "Distortional buckling of I-steel-concrete composite beams in negative moment area", Steel Compos. Struct., Int. J., 20(1).57-70. crossref(new window)