Method for flexural stiffness of steel-concrete composite beams based on stiffness combination coefficients |
Ding, Faxing
(School of Civil Engineering, Central South University)
Ding, Hu (Hunan No.6 Engineering Co., Ltd.) He, Chang (School of Civil Engineering, Central South University) Wang, Liping (School of Civil Engineering, Central South University) Lyu, Fei (School of Civil Engineering, Central South University) |
1 | Liu, Z. (2004), "Experimental and theoretical study on seismic behavior of steel-concrete simply supported composite beams", Ph.D. Dissertation of Philosophy, Central South University, Changsha. |
2 | Moscoso, A.M., Tamayo, J.L.P. and Morsch, I.B. (2017), "Numerical simulation of external pre-stressed steel-concrete composite beams", Comput. Concrete, 19(2), 191-201. https://doi.org/10.12989/ca-c.2017.19.2.191. DOI |
3 | Nie, J., Li, H. and Tang, L. (2009), "Experimental study on HSS-concrete composite beams", J. Build. Struct., 30(2), 64-69. https://doi.org/10.14006/j.jzjgxb.2009.02.002. DOI |
4 | Nie, J., Tao, M., Cai, C. and Chen, G. (2011), "Modeling and investigation of elasto-plastic behavior of steel-concrete composite frame systems", J. Constr. Steel Res., 67(12), 1973- 1984. https://doi.org/10.1016/j.jcsr.2011.06.016. DOI |
5 | Nie, J., Xiao, Y. and Chen, L. (2004), "Experimental studies on shear strength of steel-concrete composite beams", J. Struct. Eng., 130(8), 1206-1213. https://doi.org/10.1061/(ASC-E)0733-9445(2004)130:8(1206). DOI |
6 | Sanchez, B.S., Tamayo, J.P., Morsch, I.B. and Miranda, M.P. (2021), "A nonlinear geometric model for pre-stressed steel-concrete composite beams", J. Brazil. Soc. Mech. Sci. Eng., 43, 233. https://doi.org/10.1007/s40430-021-02938-1. DOI |
7 | Hu, X., Xue, W. and Cao, X. (2010), "The additional curvature method for calculating deflection of composite steel-concrete beams", J. Build. Struct., 31(S1), 385-389. https://doi.org/10.140-06/j.jzjgxb.2010.s1.067. |
8 | Shen, X. (2008) "Experimental study on composite beams with steel and high strength concrete", Ph.D. Dissertation of Philosophy, Nanjing Tech University, Nanjing. |
9 | Shi, Y., Wang, M. and Wang, Y. (2011), "Experimental and constitutive model study of structural steel under cyclic loading", J. Constr. Steel Res., 67(8), 1185-1197. https://doi.org/10.10-16/j.jcsr.2011.02.011. DOI |
10 | Yu, T. (2009), "Study on flexural behavior of composite beams with high strength steel and concrete", Ph.D. Dissertation of Philosophy, Nanjing Tech University, Nanjing. |
11 | Zhang, Q. (2005), "Experimental study on longitudinal shear of steel-soncrete composite beams", Ph.D. Dissertation of Philosophy, Nanjing Tech University, Nanjing. |
12 | Nie, J., Zhou, M., Ding, R. and Xie, W. (2014), "Finite element method based design method of steel-concrete composite floor system", Build. Struct., 44(7), 71-74. https://doi.org/10.19701/j.jzjg.20-14.07.013. |
13 | Souici, A., Berthet, J., Li, A. and Rahal, N. (2013), "Behaviour of both mechanically connected and bonded steel-concrete composite beams", Eng. Struct., 49, 11-23. https://doi.org/10.1016/j.en-gstruct.2012.10.014. DOI |
14 | Corporation DS (2014), ABAQUS 6.14, Software. |
15 | Ding, F. (2006), "Behavior and design method of concrete filled circular steel tubular structures", Ph.D. Dissertation of Philosophy, Central South University, Changsha. |
16 | Tao, M. and Nie, J. (2011), "Nonlinear finite element analysis of prestressed continuous steel-concrete composite beams", China Civil Eng. J., 44(2), 8-14. https://doi.org/10.15951/j.tmgcxb.201-1.02.008. |
17 | Tayeb, B. and Daouadji, T.H. (2020), "Improved analytical solution for slip and interfacial stress in composite steel-concrete beam bonded with an adhesive", Adv. Mater. Res., 9(2), 133-153. https://doi.org/10.12989/amr.2020.9.2.133. DOI |
18 | Tong, G. and Xia, J. (2008), "Bending stiffness of steel-concrete composite beams considering effect of slip", Prog. Steel Build. Struct., 10(6), 1-8. https://doi.org/cnki:sun:jzjz.0.2008-06-003. |
19 | Wang, J., Lyu, Z. and Liu, Z. (2005), "Consistency factor method for calculating deformation of composite steel-concrete girders with partial shear connection", J. Southeast Univ., 35(1), 6-10. https://doi.org/10.3321/j.issn:1001-0505.2005.z1.003. DOI |
20 | Wang, L., Li, M. and Di, S. (2018), "Deflection reliability analysis of composite beams based on modified reduced stiffness method", Build. Sci., 34(3), 15-21. https://doi.org/10.13614/j.cnki.111962/tu.20-18.03.003. |
21 | Xu, Y. (2007), "Theoretical analysis and experimental study on steel-concrete composite beams with slip", Ph.D. Dissertation of Philosophy, Suzhou University of Science and Technology, Suzhou. |
22 | Ding, F., Wu, X., Xiang, P. and Yu, Z. (2021), "New damage ratio strength criterion for concrete and lightweight aggregate concrete", ACI Struct. J., 118(6), 165-178. https://doi.org/10.14359/51732989. DOI |
23 | Ding, F., Yin, Y. and Wang, L. (2019), "Confinement coefficient of concrete-filled square stainless steel tubular stub columns", Steel Compos. Struct., 30(4), 337-350. https://doi.org/10.12989/scs.201-9.30.4.337. DOI |
24 | Ding, F., Ying, X., Zhou, L. and Yu, Z. (2011), "Unified calculation method and its application in determining the uniaxial mechanical properties of concrete", Front. Arch. Civil Eng. China, 5(3), 381-393. https://doi.org/10.1007/s11709-011-0118-6. DOI |
25 | Ding, J., Li, Y., Xing, W., Ren, P., Kong, Q. and Yuan, C. (2011), "Mechanical properties and engineering application of single-span steel-concrete double-sided composite beams", J. Build. Eng., 40, 102644. https://doi.org/10.1016/j.jobe.2021.102644. DOI |
26 | Han, L., Xu, W., He, S. and Tao, Z. (2015), "Flexural behaviour of concrete filled steel tubular (CFST) chord to hollow tubular brace truss: experiments", J. Constr. Steel Res., 109(6), 137-151. https://doi.org/10.1016/j.jcsr.2015.03.002. DOI |
27 | Jiang, L. and Yu, Z. (2006), "The slip and deformation of steelconcrete composite beam", 9th International Symposium on Structural Engineering for Young Experts, Fuzhou, China. |
28 | Eurocode 4 ENV 1994-1-2 (2004), Design of Steel and Concrete Structures, Part 1.1, General Rules-Structural Fire Design, European Committee for Standardization, Brussels, Belgium. |
29 | Yi, H. (2005), "The experiment and analysis of the effective width value in steel-concrete composite beams", Ph.D. Dissertation of Philosophy, Hunan university, Changsha. |
30 | Zhao, H., Kunnath, S.K. and Yuan, Y. (2010), "Simplified nonlinear response simulation of composite steel-concrete beams and CFST columns", Eng. Struct., 32(9), 2825-2831. https://doi.org/2825-2831.10.1016/j.engstruct.2010.04.050. DOI |
31 | Xue, W. (2009), "Experimental study on partial shear connection of composite beams with high strength steel and concrete", Ph.D. Dissertation of Philosophy, Nanjing Tech University, Nanjing. |
32 | Jiang, L. Yu, Z. Cao, H. and Liu, Z. (2008), "Effects of degree of shear connection on seismic performance of steel-concrete composite beam", Build. Struct., 38(3), 52-54. https://doi.org/10.19701/j.jzjg.2008.03.012. DOI |
33 | Johnson, R.P. and May, I.M. (1975), "Partial-interaction design of composite beams", Struct. Eng., 53(8), 305-311. |
34 | Liu, T., Zhou, Q. and Tao, M. (2021), "Stiffness amplification coefficient for composite frame beams considering slab spatial composite effect", Compos. Struct., 270, 114105. https://doi.org/10.1016/-j.compstruct.2021.114105. DOI |
35 | AISC-LRFD 360-16 (2016), Specification for Structural Steel Buidings, American Institute of Steel Construction, Chicago, IL, USA. |
36 | GB 50010-2010 (2010), Code for Design of Concrete Structures, China Building Industry Press, Beijing, China. |
37 | GB 50017-2017 (2017), Code for Design of Steel Structures, China Building Industry Press, Beijing, China |
38 | Liu, J., Ding, F. and Liu, X. (2016), "Study on flexural capacity of simply supported steel-concrete composite beam", Steel Compos. Struct., 21(4), 829-847. https://doi.org/10.12989/scs.2016.21.-4.829. DOI |
39 | Molina, J.C., Calil, C. and de Oliveira, D.R. (2019), "Analytical, experimental and numerical study of timber-concrete composite beams for bridges", Comput. Concrete, 24(2), 103-115. https://doi.org/-10.12989/cac.2019.24.2.103. DOI |
40 | Nie, J., Liu, M. and Ye, L. (2005), Steel-Concrete Composite Structure, China Architecture and Building Press, Beijing, China. (in Chinese) |
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