과제정보
This study was supported by CGS Plan Co. and the National Research Foundation of Korea (NRF) funded by the Korean Government (NRF-2018R1A6A1A07025819 and NRF-2020R1F1A1049971).
참고문헌
- Abdel-Sayed, G. (1982), "Composite cold-formed steel-concrete structural system", International Specialty Conference on Cold-Formed Steel Structures, 485-510.
- Adhikary, B.B. and Mutsuyoshi, H. (2006), "Shear strengthening of RC beams with web-bonded continuous steel plates", Construct. Build. Mater., 20(5), 296-307. https://doi.org/10.1016/j.conbuildmat.2005.01.026
- Adhikary, B.B., Mutsuyoshi, H. and Sano, M. (2000), "Shear strengthening of reinforced concrete beams using steel plates bonded on beam web: experiments and analysis", Construct. Build. Mater., 14(5), 237-244. https://doi.org/10.1016/s0950-0618(00)00023-4
- AISC 360 (2010), Specification for Structural Steel Buildings (ANSI/AISC 360-10). American Institute of Steel Construction, Chicago, IL, USA.
- AISC 360 (2016), Specification for Structural Steel Buildings (ANSI/AISC 360-16). American Institute of Steel Construction, Chicago, IL, USA.
- Almeida, M.M.d.R., de Souza, A.S.C. and de Albuquerque, A.T. (2022), "Experimental study of prestressed steel-concrete composite beams with profiled steel decking", J. Construct. Steel Res., 194, 107331. https://doi.org/10.1016/j.jcsr.2022.107331.
- Arikoglu, P., Baran, E. and Topkaya, C. (2020), "Behavior of channel connectors in steel-concrete composite beams with precast slabs", J. Construct. Steel Res., 172, 106167. https://doi.org/10.1016/j.jcsr.2020.106167.
- Bamaga, S., Tahir, M.M., Tan, T., Mohammad, S., Yahya, N., Saleh, A., Mustaffar, M., Osman, M. and Rahman, A. (2013), "Feasibility of developing composite action between concrete and cold-formed steel beam", J. Central South Univ., 20(12), 3689-3696. https://doi.org/10.1007/s11771-013-1897-9.
- Barnes, R., Baglin, P., Mays, G. and Subedi, N. (2001), "External steel plate systems for the shear strengthening of reinforced concrete beams", Eng. Struct., 23(9), 1162-1176. https://doi.org/10.1016/s0141-0296(00)00124-3.
- Barnes, R.A. and Mays, G.C. (2006), "Strengthening of reinforced concrete beams in shear by the use of externally bonded steel plates: Part 1-Experimental programme", Construct. Build. Mater., 20(6), 396-402. https://doi.org/10.1016/j.conbuildmat.2005.01.034.
- Bezerra, L.M., Cavalcante, O.O., Chater, L. and Bonilla, J. (2018), "V-shaped shear connector for composite steel-concrete beam", J. Construct. Steel Res., 150, 162-174. https://doi.org/10.1016/j.jcsr.2018.07.016.
- Cao, L.-L., Li, Y.-J., Dhanasekar, M. and Lu, C.-H. (2021), "Experimental and numerical study on flexural performance of a novel steel-encased concrete composite beam", KSCE J. Civil Eng., 25(5), 1837-1848. https://doi.org/10.1007/s12205-021-1196-1.
- Chajes, A. (1974), Principles of Structural Stability theory, Prentice Hall, New Jersey, USA.
- Chen, J., Zhang, H. and Yu, Q.-Q. (2019), "Static and fatigue behavior of steel-concrete composite beams with corroded studs", J. Construct. Steel Res., 156, 18-27. https://doi.org/10.1016/j.jcsr.2019.01.019.
- Chen, L.-h., Li, S.-t., Zhang, H.-y. and Wu, X.-f. (2018), "Experimental study on mechanical performance of checkered steel-encased concrete composite beam", J. Construct. Steel Res., 143, 223-232. https://doi.org/10.1016/j.jcsr.2017.12.021.
- Eurocode (2004) Eurocode 4: Design of composite steel and concrete structures. Part 1-1: General rules and rules for building. European Committee for Standardization; Brussels, Belgium.
- Jun, S.-C., Lee, C.-H., Han, K.-H. and Kim, J.-W. (2018), "Flexural behavior of high-strength steel hybrid composite beams", J. Construct. Steel Res., 149, 269-281. https://doi.org/10.1016/j.jcsr.2018.07.020.
- Jung, E.-b., Lee, S.-H., Yoo, J.-H., Roeder, C. and Lehman, D. (2017), "Shear behavior of large-diameter concrete filled tube (CFT)", Int. J. Steel Struct., 17(4), 1651-1665. https://doi.org/10.1007/s13296-017-1229-2.
- Khandaker, M. and Hossain, A. (2003), "Experimental & theoretical behavior of thin walled composite filled beams", Electronic J. Struct. Eng., 3, 117-139. https://doi.org/10.56748/ejse.334.
- Kim, C.-G., Kim, H.-S. and Lee, S.-H. (2023a), "Experimental investigation of flexural behavior of U-shaped steel-concrete composite beams with bolt connections under a negative bending moment", J. Struct. Eng., 149(7), 04023091. https://doi.org/10.1061/jsendh.steng-12094.
- Kim, C.-G., Kim, H.-S. and Lee, S.-H. (2023b), "Flexural behavior of U-shaped steel-concrete composite beams under positive bending", J. Construct. Steel Res., 208, 108008. https://doi.org/10.1016/j.jcsr.2023.108008.
- Kim, C.-G., Park, H.-G. and Eom, T.-S. (2020), "Shear strength of exterior beam-column joints with limited ductility details", J. Struct. Eng., 146(2), 04019204. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002483.
- Kim, S.-B., Lee, E.-T., Kim, J.-R. and Kim, S.-S. (2016), "Experimental study on bending behavior and seismic performance of hybrid composite beam with new shape", Int. J. Steel Struct., 16(2), 477-488. https://doi.org/10.1007/s13296-016-6018-9.
- Kodur, V.K.R. and Naser, M.Z. (2018), "Approach for shear capacity evaluation of fire exposed steel and composite beams", J. Construct. Steel Res., 141, 91-103. https://doi.org/10.1016/j.jcsr.2017.11.011.
- Lawson, R.M. and Taufiq, H. (2019), "Partial shear connection in light steel composite beams", J. Construct. Steel Res., 154, 55-66. https://doi.org/10.1016/j.jcsr.2018.11.005.
- Li, J., Wang, Z., Li, F., Mou, B. and Wang, T. (2022), "Experimental and numerical study on the seismic performance of an L-shaped double-steel plate composite shear wall", J. Build. Eng., 49, 104015. https://doi.org/10.1016/j.jobe.2022.104015.
- Lin, C.M. (2000), "Seismic behaviour and design of reinforced concrete interior beam column joints", Research Rep. EQC Project No. 97/294. Univ. of Canterbury. http://hdl.handle.net/10092/15092.
- Liu, J., Zhao, Y., Chen, Y. F., Xu, S. and Yang, Y. (2018), "Flexural behavior of rebar truss stiffened cold-formed U-shaped steel-concrete composite beams", J. Construct. Steel Res., 150, 175-185. https://doi.org/10.1016/j.jcsr.2018.08.011.
- Liu, J., Zhao, Y., Yang, Y. and Chen, Y.F. (2019), "Bending capacity and elastic stiffness for a novel configuration of cold-formed U-shaped steel-and-concrete composite beams", J. Struct. Eng., 145(10), 04019106. https://doi.org/10.1061/(asce)st.1943-541x.0002394.
- Liu, Y., Guo, L., Qu, B. and Zhang, S. (2017), "Experimental investigation on the flexural behavior of steel-concrete composite beams with U-shaped steel girders and angle connectors", Eng. Struct., 131, 492-502. https://doi.org/10.1016/j.engstruct.2016.10.037.
- Nakamura, S.-i. (2002), "Bending behavior of composite girders with cold formed steel U section", J. Struct. Eng., 128(9), 1169-1176. https://doi.org/10.1061/(asce)0733-9445(2002)128:9(1169).
- Nguyen, R.P. (1991), "Thin-walled, cold-formed steel composite beams", J. Struct. Eng., 117(10), 2936-2952. https://doi.org/10.1061/(asce)0733-9445(1991)117:10(2936).
- Subedi, N. and Baglin, P. (1998), "External plate reinforcement for concrete beams", J. Struct. Eng., 124(12), 1490-1495. https://doi.org/10.1061/(asce)0733-9445(1998)124:12(1490).
- Timoshenko, S.P. and Gere, J.M. (1961), Theory of Elastic Stability, McGraw-Hill, Toronto, Canada.
- Turetta, M., Odenbreit, C., Khelil, A. and Martin, P.-O. (2020), "Investigation on the flexural behavior of an innovative U-shaped steel-concrete composite beam", Steel Compos. Struct., 34(3), 441-452.
- Wang, Y.-H., Yu, J., Liu, J.-P., Zhou, B.-X. and Chen, Y. F. (2020), "Experimental study on assembled monolithic steel-prestressed concrete composite beam in negative moment", J. Construct. Steel Res., 167, 105667. https://doi.org/10.1016/j.jcsr.2019.06.004.
- Xiong, G., Li, W., Wang, X., Liu, J., Bai, Y. and Chen, Y.F. (2022), "Flexural behavior of prefabricated high-strength steel-concrete composite beams with steel block connectors", J. Construct. Steel Res., 197, 107507. https://doi.org/10.1016/j.jcsr.2022.107507.
- Xu, C., Su, Q., Wu, C., and Sugiura, K. (2011), "Experimental study on double composite action in the negative flexural region of two-span continuous composite box girder", J. Construct. Steel Res., 67(10), 1636-1648. https://doi.org/10.1016/j.jcsr.2011.04.007.
- Xu, X., Cheng, R., Yang, P., Chen, K. and Li, J. (2021), "Behavior of T-shaped CFST column and U-shaped steel-concrete composite beam joints", J. Build. Eng., 43, 103157. https://doi.org/10.1016/j.jobe.2021.103157.
- Xu, X., Cheng, R., Yang, P., Zhang, J. and Liu, J. (2022), "Experimental study of U-shaped steel-concrete composite beam to square CFST column joints", J. Construct. Steel Res., 192, 107220. https://doi.org/10.1016/j.jcsr.2022.107220.
- Xu, X., Cheng, R., Yang, P.,and Yu, Y. (2022), "Experimental and numerical investigations on square CFST column to U-shaped steel-concrete composite beam joints with internal T-shaped diaphragms", J. Build. Eng., 60, 105172. https://doi.org/10.1016/j.jobe.2022.105172.
- Yang, I.-S., Lee, D., Ju, H., Lee, S.-J. and Oh, J.-Y. (2022), "Steel-concrete composite beam-column connections utilizing prefabricated permanent steel form", J. Build. Eng., 46, 103836. https://doi.org/10.1016/j.jobe.2021.103836.
- Yang, Y., Sun, T. and Han, J. (2022), "Study on shear behavior of web-embedded U-shaped steel-concrete composite beam", Eng. Mech., 39(7), 120-136. https://doi.org/10.6052/j.issn.1000-4750.2021.04.0251.
- Zhang, J., Hu, X., Fu, W., Du, H., Sun, Q. and Zhang, Q. (2020), "Experimental and theoretical study on longitudinal shear behavior of steel-concrete composite beams", J. Construct. Steel Res., 171, 106144. https://doi.org/10.1016/j.jcsr.2020.106144.
- Zhao, Y., Li, Z., Ma, H., Kan, J. and Zhang, N. (2022), "Shear behavior of U-shaped steel-concrete composite beams with positive and negative loading", Int. J. Civil Eng., 20(10), 1229-1246. https://doi.org/10.1007/s40999-022-00723-2.
- Zhao, Y., Zhou, X., Yang, Y., Chen, Y.F. and Gurupackiam, S. (2020), "Stiffness and cracking behavior of new U-shaped steel and concrete composite beam under negative bending", J. Struct. Eng., 146(5), 04020046. https://doi.org/10.1061/(asce)st.1943-541x.0002594.
- Zhao, Y., Zhou, X., Yang, Y., Liu, J. and Chen, Y.F. (2019), "Shear behavior of a novel cold-formed U-shaped steel and concrete composite beam", Eng. Struct., 200, 109745. https://doi.org/10.1016/j.engstruct.2019.109745.
- Zhou, X., Zhao, Y., Liu, J., Chen, Y.F. and Yang, Y. (2019), "Bending experiment on a novel configuration of cold-formed U-shaped steel-concrete composite beams", Eng. Struct., 180, 124-133. https://doi.org/10.1016/j.engstruct.2018.11.001.