Web-shear strength of steel-concrete composite beams with prestressed wide flange and hollowed steel webs: Experimental and practical approach |
Han, Sun-Jin
(Department of Architectural Engineering, University of Seoul)
Kim, Jae Hyun (Department of Architectural Engineering, University of Seoul) Choi, Seung-Ho (Department of Architectural Engineering, University of Seoul) Heo, Inwook (Department of Architectural Engineering, University of Seoul) Kim, Kang Su (Department of Architectural Engineering and Smart City Interdisciplinary Major Program, University of Seoul) |
1 | Jurkiewiez, B. and Hottier, J.M. (2005), "Static behaviour of a steel-concrete composite beam with an innovative horizontal connection", J. Constr. Steel Res., 61(9), 1286-1300. https://doi.org/10.1016/j.jcsr.2005.01.008. DOI |
2 | Kim, K.S. and Lee, D.H. (2011b), "Flexural behavior of prestressed composite beams with corrugated web: Part II. Experiment and verification", Compos. B. Eng., 42(6), 1617-1629. https://doi.org/10.1016/j.compositesb.2011.04.019. DOI |
3 | Kim, K.S., Lee, D.H., Choi, S.M., Choi, Y.H. and Jung, S.H. (2011a), "Flexural behavior of prestressed composite beams with corrugated web: Part I. Development and analysis", Compos. B. Eng., 42(6), 1603-1616. https://doi.org/10.1016/j.compositesb.2011.04.020. DOI |
4 | Lee, D., Park, M.K., Joo, H.E., Han, S.J. and Kim, K.S. (2020), "Strengths of thick prestressed precast hollow-core slab members strengthened in shear", ACI Struct. J., 117(2), 129-139. https://doi.org/10.14359/51720203. DOI |
5 | Lu, P. and Zhao, R. (2010), "A new analytical method for deformation of composite steel-concrete straight box girders with interfacial slip", Struct. Eng. Mech., 34(6), 801-804. https://doi.org/10.12989/sem.2010.34.6.801. DOI |
6 | Nie, J., Cai, C.S., Wu, H. and Fan, J.S. (2006), "Experimental and theoretical study of steel-concrete composite beams with openings in concrete flange", Eng. Struct., 28(7), 992-1000. https://doi.org/10.1016/j.engstruct.2005.11.004. DOI |
7 | Oh, J.Y., Lee, D.H. and Kim, K.S. (2012), "accordion effect of prestressed steel beams with corrugated webs", Thin Wall. Struct., 57, 49-61. https://doi.org/10.1016/j.tws.2012.04.005. DOI |
8 | European Committee for Standardization (2004a), Eurocode 2: Design of Concrete Structures-Part 1-1: General Rules and Rules for Buildings (EN 1992-1-1: 2004), Belgium. |
9 | Bae, D.B. and Lee, K.M. (2007), "Behavior of preflex beam in manufacturing process", KSCE J. Civil Eng., 8, 111-115. https://doi.org/10.1007/BF02829086. DOI |
10 | Choi, S., Kim, M.S., Kim, K.S., Hong, S.Y. and Han, S.J. (2020), "Experimental study on structural behavior of inverted multi-tee precast slabs manufactured by slipformer", J. Korea Inst. Struct., 24(3), 80-86. https://doi.org/10.11112/jksmi.2020.24.3.80. (in Korean) DOI |
11 | European Committee for Standardization (2004b), Eurocode 3: Design of Steel Structures-Part 1-1: General Rules and Rules for Buildings (EN 1993-1-1: 2005), Belgium. |
12 | Guo, Y.T., Nie, X., Fan, J.S. and Tao, M.X. (2022), "Shear resistance of steel-concrete-steel deep beams with bidirectional webs", Steel Compos. Struct., 42(3), 299-313. https://doi.org/10.12989/scs.2022.42.3.299. DOI |
13 | Hajjar, J.F. (2002), "Composite steel and concrete structural systems for seismic engineering", J. Constr. Steel Res., 58(5), 703-723. https://doi.org/10.1016/S0143-974X(01)00093-1. DOI |
14 | Han, S.J., Joo, H.E., Choi, S.H., Heo, I. and Kim, K.S. (2021), "Flexural behavior of prestressed hybrid wide flange beams with hollowed steel webs", Steel Compos. Struct., 38(6), 691-703. https://doi.org/10.12989/scs.2021.38.6.691. DOI |
15 | Han, S.J., Lee, D.H., Oh, J.Y., Choi, S.H. and Kim, K.S. (2018), "Flexural responses of prestressed hybrid wide flange composite girders", Int. J. Concrete Struct. Mater., 12, 53. https://doi.org/10.1186/s40069-018-0268-1. DOI |
16 | Hong, W.K., Kim, J.M., Park, S.C., Kim, S.I., Lee, S.G., Lee, H.C. and Yoon, K.J. (2009), "Composite beam composed of steel and precast concrete (Modularized Hybrid System, MHS). Part II:Analytical investigation", Struct. Des. Tall Spec. Build., 18(8), 891-905. https://doi.org/10.1002/tal.484. DOI |
17 | Collins, M.P. and Mitchell, D. (1991), Prestressed Concrete Structure, Prentice Hill, NJ, USA. |
18 | Podworna, M. (2017), "Dynamic response of steel-concrete composite bridges loaded by high-speed train", Struct. Eng. Mech., 62(2), 179-196. https://doi.org/10.12989/sem.2017.62.2.179. DOI |
19 | Song, Y., Uy, B. and Wang, J. (2019), "Numerical analysis of stainless steel-concrete composite beam-to-column joints with bolted flush endplates", Steel Compos. Struct., 33(1), 143-162. https://doi.org/10.12989/scs.2019.33.1.143. DOI |
20 | Kim, J.I., Kim, D.K., Lee, J.H. and Kim, J.H. (2009), "Static behavior of concrete-filled and tied steel tubular arch (CFTA) girder", J. Korean Soc. Steel Const., 13(3), 225-231. (in Korean) |
21 | Hong, W.K., Park, S.C., Kim, J.M., Lee, S.G., Kim, S.I., Yoon, K.J. and Lee, H.C. (2010a), "Composite beam composed of steel and precast concrete (Modularized Hybrid System, MHS). Part I: Experimental investigation", Struct. Des. Tall Spec. Build., 19(3), 275-289. https://doi.org/10.1002/tal.485. DOI |
22 | Hong, W.K., Park, S.C., Lee, H.C., Kim, J.M., Kim, S.I., Lee, S.G. and Yoon, K.J. (2010b), "Composite beam composed of steel and precast concrete (Modularized Hybrid System, MHS). Part III: Application for a 19 story building", Struct. Des. Tall Spec. Build., 19(6), 679-706. https://doi.org/10.1002/tal.507. DOI |
23 | Joo, H., Han, S.J. and Kim, K.S. (2021), "Analytical model for shear strength of prestressed hollow-core slabs reinforced with core-filling concrete", J. Build. Eng., 42, 102819. https://doi.org/10.1016/j.jobe.2021.102819. DOI |
24 | Ju, H., Han, S.J., Joo, H.E., Cho, H.C., Kim, K.S. and Oh, Y.H. (2019), "Shear performance of optimized-section precast slab with tapered cross section", Sustain., 11, 163. https://doi.org/10.3390/su11010163. DOI |
25 | Hong, W.K., Park, S.C., Kim, J.M., Lee, S.G., Kim, S.I., Yoon, K.J. and Lee, H.C. (2010c), "Composite beam composed of steel and precast concrete (Modularized Hybrid System, MHS). Part IV: Application for multi-residential housing", Struct. Des. Tall Spec. Build., 19(7), 275-289. https://doi.org/10.1002/tal.506. DOI |
26 | European Committee for Standardization (2004c), Eurocode 4: Design of Composite Steel and Concrete Structures-Part 1-1: General Rules and Rules for Buildings (EN 1994-1-1: 2004), Belgium. |
27 | Han, S.J., Jeong, J.H., Joo, H.E., Choi, S.H., Choi, S. and Kim, K.S. (2019), "Flexural and shear performance of prestressed composite slabs with inverted multi-ribs", Appl. Sci., 9, 4946. https://doi.org/10.3390/app9224946. DOI |
28 | Heo, I., Han, S.J., Choi, S.H., Kim, K.S. and Kim, S.B. (2019), "Experimental study on structural behavior of double rib deep-deck plate under construction loads", J. Korea Inst. Struct., 23(1), 49-57. https://doi.org/10.11112/jksmi.2019.23.7.49. (in Korean) DOI |
29 | Ju, H., Han, S.J., Choi, I.S., Choi, S., Park, M.K. and Kim, K.S. (2018), "Experimental study on an optimized-section precast slab with structural aesthetics", Appl. Sci., 8, 1234. https://doi.org/10.3390/app8081234. DOI |
30 | Ayyub, B.M., Sohn, Y.G. and Saadatmanesh, H. (1992), "Prestressed composite girders. I: Experimental study for negative moment", J. Struct. Eng., 118(10), 2743-2762. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:10(2743). DOI |
31 | Uy, B. and Bradford, M.A. (1995b), "Ductility of profiled composite beams. Part II: Analytical study", J. Struct. Eng., 121(5), 883-889. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:5(883). DOI |
32 | Thirumalaiselvi, A., Mohit, V., Anandavalli, N. and Rajasankar, J. (2018), "Response prediction of laced steel-concrete composite beams using machine learning algorithms", Struct. Eng. Mech., 66(3), 399-409. https://doi.org/10.12989/sem.2018.66.3.399. DOI |
33 | Ugural, A.C. and Fenster, S.K. (2003), Advanced Strength and Applied Elasticity, Prentice Hill, NJ, USA. |
34 | Uy, B. and Bradford, M.A. (1995a), "Ductility of profiled composite beams. Part I: Experimental study", J. Struct. Eng., 121(5), 876-882. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:5(876). DOI |
35 | Zhang, J., Han, B., Xie, H., Yan, W., Li, W. and Yu, J. (2021), "Analysis of shear lag effect in the negative moment region of steel-concrete composite beams under fatigue load", Steel Compos. Struct., 39(4), 435-451. https://doi.org/10.12989/scs.2021.39.4.435. DOI |
36 | ABAQUS (2003), Standard User's Manual, Ver.6.9, Hibbit, Karlsson & Sorensen Inc., Providence, RI, USA. |
37 | Lee, D., Han, S.J. and Kim, K.S. (2016), "Dual potential capacity model for reinforced concrete beams subjected to shear", Struct. Concrete, 17(3), 443-456. https://doi.org/10.1002/suco.201500165. DOI |
38 | Nie, J., Cai, C.S. and Wang, T. (2005), "Stiffness and capacity of steel-concrete composite beams with profiled sheeting", Eng. Struct., 27(7), 1074-1085. https://doi.org/10.1016/j.engstruct.2005.02.016. DOI |
39 | Xue, Y., Shang, C., Yang, Y., Yu, Y. and Wang, Z. (2022), "Shear strength prediction of concrete-encased steel beams based on compatible truss-arch model", Steel Compos. Struct., 43(6), 785-796. https://doi.org/10.12989/scs.2022.43.6.785. DOI |
40 | ACI Committee 318 (2019), Building Code Requirements for Structural Concrete (ACI 318-19), American Concrete Institute, Farmington Hills, MI, USA. |
41 | Ayyub, B.M., Sohn, Y.G. and Saadatmanesh, H. (1990), "Prestressed composite girders under positive moment", J. Struct. Eng., 116(11), 2931-2951. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:11(2931). DOI |
![]() |