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http://dx.doi.org/10.12989/scs.2021.40.5.679

Bearing capacity of H-section beam wrapped with ceramsite concrete  

Liu, Xuechun (Beijing Engineering Research Center of High-Rise and Large-Span Pre-stressed Steel Structures, Beijing University of Technology)
Meng, Kun (Beijing Engineering Research Center of High-Rise and Large-Span Pre-stressed Steel Structures, Beijing University of Technology)
Zhang, Ailin (Beijing Engineering Research Center of High-Rise and Large-Span Pre-stressed Steel Structures, Beijing University of Technology)
Zhu, Tao (Beijing Engineering Research Center of High-Rise and Large-Span Pre-stressed Steel Structures, Beijing University of Technology)
Yu, Cheng (Construction Engineering Technology Department of Engineering Technology, University of North Texas)
Publication Information
Steel and Composite Structures / v.40, no.5, 2021 , pp. 679-696 More about this Journal
Abstract
In this study, an H-section steel beam with circular holes in a web wrapped with ceramsite concrete (SBWCC) was studied. Static load-bearing capacity tests and finite element analysis were performed on two groups of specimens with different sections. The H-section steel and wrapped ceramsite concrete were well bonded. The load-bearing capacity of the SBWCC was 10% larger than that of the pure H-section steel beam without holes in the web, except for its dead weight. The stiffness of the SBWCC was slightly larger than that of the pure H-section steel beam without holes. The wrapped ceramsite concrete avoided the elastic local instability of the steel beam flange and web. Based on the finite element model verified by experiments, the influences of hole diameter, hole spacing, and U-shaped stirrups on the flexural capacity of the specimens were analyzed. The formulas for the load-bearing capacities and short-term stiffness of the SBWCC were proposed and verified by tests and finite element analysis.
Keywords
ceramsite concrete; flexural performance test; load-bearing capacity; short-term stiffness; steel beam wrapped with concrete;
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1 Zhang, L.F. and Yang, Y.H. (2019), "Investigation of the Mechanical Behavior of Partially Precast Partially Encased Assembled Composite Beams", Adv. Civ. Eng., 9, 1-9. https://doi.org/10.1155/2019/2762846.   DOI
2 Zhu, G., Yang, Y., Xue, J.Y. and Nie, J.G. (2013), "Experimental and theoretical research on mechanical behavior of innovative composite beams", Steel. Compos. Struct., 14(4), 313-333. http://doi.org/10.12989/scs.2013.14.4.313.   DOI
3 Piloto, P.A.G., Gavilan, A.B.R., Zipponi, M., Marini, A., Mesquita, L.M.R. and Plizzari, G. (2013), "Experimental investigation of the fire resistance of partially encased beams", J. Constr. Steel Res., 80, 121-137. https://doi.org/10.1016/j.jcsr.2012.09.013.   DOI
4 JBJ 138 (2016), Code for design of composite structures, China Architecture & Building Press; Beijing, China.
5 He, J., Liu, Y.Q., Chen, A.R., Wang, D.L. and Yoda, T. (2014), "Bending behavior of concrete-encased composite I-girder with corrugated steel web", Thin. Wall. Struct., 74, 70-84. http://dx.doi.org/10.1016/j.tws.2013.08.003.   DOI
6 Guo, Z.H., Zhang, X.Q., Zhang, D.C. and Wang, R.Q. (1982), "Experimental study on the whole stress-strain curve of concrete", J. Build. Struc., (1). http://doi.org/10.14006/j.jzjgxb.1982.01.001.   DOI
7 He, J., Liu, Y.Q., Chen, A.R. and Yoda, T. (2012), "Shear behavior of partially encased composite I-girder with corrugated steel web: Experimental study", J. Constr. Steel Res., 77, 193-209. http://doi.org/10.1016/j.jcsr.2012.05.005.   DOI
8 Michael, B. and Alexander, M. (2019), "Numerical analysis of damage and failure behavior of concrete", Int. J. Damage Mech. https://doi.org/10.1177/1056789519866005.   DOI
9 JGJ 51 (2003), Technical specification for lightweight aggregate concrete structures, China Architecture & Building Press; Beijing, China.
10 Jiang, Y.C., Hu, X.M., Hong, W. and Wang, B.L. (2016), "Experimental study and theoretical analysis of partially encased continuous composite beams", J. Constr. Steel Res., 117, 152-160. http://dx.doi.org/10.1016/j.jcsr.2015.10.009.   DOI
11 Ahn, J. and Lee, C. (2017), "Fire behavior and resistance of partially encased and slim-floor composite beams", J. Constr. Steel Res., 129, 276-285. http://dx.doi.org/10.1016/j.jcsr.2016.11.018.   DOI
12 Jiang, Y.C., Hu, X.M., Hong, W., Gu, M.M. and Sun, W.M. (2016), "Investigation on partially concrete encased composite beams under hogging moment", Adv. Struct. Eng., 20(3), 461-470. https://doi.org/10.1177/1369433216654148.   DOI
13 Li, L.Q., Liao, W.Y., Wang, J. and Zhou, D.H. (2015), "Behavior of continuous steel-concrete composite beams with web openings", Int. J. Steel Struct., 15(4), 989-997. https://doi.org/10.1007/s13296-015-1218-2.   DOI
14 Ahmad, S., Masri, A. and Saleh, Z.A. (2018), "Analytical and experimental investigation on the flexural behavior of partially encased composite beams", Alex. Eng. J., 57(3), 1693-1712. http://dx.doi.org/10.1016/j.aej.2017.03.035.   DOI
15 Amadio, C., Fragiacomo, M. and Macorini, L. (2012), "Evaluation of the deflection of steel-concrete composite beams at serviceability limit state", J. Constr. Steel Res., 73, 95-104. https://doi.org/10.1016/j.jcsr.2012.01.009.   DOI
16 Pathirana, S.W., Uy, B., Mirza, O. and Zhu, X.Q. (2015), "Strengthening of existing composite steel-concrete beams utilising bolted shear connectors and welded studs", J. Constr. Steel Res., 114, 417-430. http://dx.doi.org/10.1016/j.jcsr.2015.09.006.   DOI
17 Liao, W.Y., Li, L.Q., Liu, D.W., Dai, B.H. and Wang, X.C. (2018), "Nonlinear FEM analysis on composite beams with web opening under negative bending moment", Teh. Vjesn., 25(5), 1546-1552. https://doi.org/10.17559/TV-20180626222438.   DOI
18 Liu, X.C., He, X.N., Wang, H.X. and Zhang, A.L. (2018), "Compression-bend-shearing performance of column-to-column bolted-flange connections in prefabricated multi-high-rise steel structures", Eng. Struct., 160, 439-460. https://doi.org/10.1016/j.engstruct.2018.01.026.   DOI
19 Alostaz, Y.M. and Schneider, S.P. (1996), "Analytical behavior of connections to concrete-filled steel tubes", J. Constr. Steel Res., 40(2), 95-127. https://doi.org/10.1016/S0143-974X(96)00047-8.   DOI
20 Seo, J.K., Mahendran, M. and Paik, J.K. (2011), "Numerical method for predicting the elastic lateral distortional buckling moment of a mono-symmetric beam with web openings", Thin. Wall. Struct., 49(6), 713-723. https://doi.org/10.1016/j.tws.2011.01.003.   DOI
21 Wang, P. (2008), "Experimental research on the fundamental mechanical behavior of ceramisite concrete", Dissertation, Changsha University of Science & Technology, Changsha, China.
22 Wu, H.P., Qiao, Q.Y., Cao, W.L., Dong, H.Y. and Zhang, J.W. (2017), "Axial compressive behavior of special-shaped concrete filled tube mega column coupled with multiple cavities", Steel. Compos. Struct., 23(6), 633-646. https://doi.org/10.12989/scs.2017.23.6.633.   DOI
23 Yuan, W.B., Yu, N.T. and Li, L.Y. (2017), "Distortional buckling of perforated cold-formed steel channel-section beams with circular holes in web", Int. J. Mech Sci., 126, 255-260. http://dx.doi.org/10.1016/j.ijmecsci.2017.04.001.   DOI
24 Liu, X.C., Zhou, X.J., Zhang, A.L., Tian, C., Zhang, X. and Tan, Y.Q. (2017), "Design and compilation of specifications for a modular prefabricated high-rise steel frame structure with diagonal braces. Part I: Integral structural design", Struct. Des. Tall. Spec., 27(2), e1415:1-20. https://doi.org/10.1002/tal.1415.   DOI
25 GB 50010 (2010), Code for design of concrete structures, China Architecture & Building Press; Beijing, China.
26 Chen, C.C., Li, J.M. and Weng, C.C. (2005), "Experimental behaviour and strength of concrete-encased composite beam-columns with T-shaped steel section under cyclic loading", J. Constr. Steel Res., 61(7), 863-881. http://doi.org/10.1016/j.jcsr.2005.01.002.   DOI
27 Chen, T., Gu, X.L. and Li, H. (2011), "Behavior of Steel-concrete Composite Cantilever Beams with Web Openings under Negative Moment", Int. J. Steel Struct., 12(4), 509-521. https://doi.org/10.1007/S13296-011-1004-8.   DOI
28 El-Zohairy, A., Salim, H., Shaaban, H., Mustafa, S. and El-Shihy, A. (2017), "Experimental and FE parametric study on continuous steel-concrete composite beams strengthened with CFRP laminates", Constr. Build. Mater., 157, 885-898. https://doi.org/10.1016/j.conbuildmat.2017.09.148.   DOI
29 GB 50017 (2017), Standard for design of steel structures, China Architecture & Building Press; Beijing, China.
30 GB/T 228.1 (2011), Metallic materials-Tensile testing: Method of test at room temperature, China Standard Press; Beijing, China.
31 GB/T 50152 (2012), Standard for test method of concrete structures, China Architecture & Building Press; Beijing, China.
32 Bezerra, L.M., Cavalcante, O.O., Chater, L. and Bonilla, J. (2018), "V-shaped shear connector for composite steel-concrete beam", J. Constr. Steel Res., 150, 162-174. https://doi.org/10.1016/j.jcsr.2018.07.016.   DOI