Steel and Composite Structures

  • 제16권2호
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  • Pages.187-201
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  • 2014
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental study on through-beam connection system for concrete filled steel tube column-RC beam

  • 투고 : 2012.07.12
  • 심사 : 2013.10.08
  • 발행 : 2014.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

A new through-beam connection system for a concrete filled steel tube column to RC beam is proposed. In this connection, there are openings on the steel tube while the reinforced concrete beams are continuous in the joint zone. The moment and shear force at the beam ends can be transferred to column by continuous rebar and concrete. The weakening of the axial load and shear bearing capacity due to the opening of the steel tube can be compensated by strengthening steel tube at joint zone. Using this connection, construction of the joint can be made more convenient since welding and hole drilling in situ can be avoided. Axial compression and reversed cyclic loading tests on specimens were carried out to evaluate performance of the new beam-column connection. Load-deflection performance, typical failure modes, stress and strain distributions, and the energy dissipation capacity were obtained. The experimental results showed that the new connection have good bearing capacity, superior ductility and energy dissipation capacity by effectively strengthen the steel tube at joint zone. According to the test and analysis results, some suggestions were proposed to design method of this new connection.

키워드

참고문헌

  1. Azizinamini, A. and Elremaily, A. (2001), "Design provisions for connections between steel beams and concrete filled tube columns", J. Constr. Steel Res., 57(9), 971-995. https://doi.org/10.1016/S0143-974X(01)00016-5
  2. Chen, Q.J., Guo, J.L., Cai, J., He, A., Tang, X.L. and Yang, C. (2012), "Finite Element Analysis on Concrete Filled Steel Tubular Concrete Beam Joints under Cyclic Loading by OPENSEES", Appl. Mech. Mater., 166-169, 287-291. https://doi.org/10.4028/www.scientific.net/AMM.166-169.287
  3. Cheng, C.T. and Chung, L.L. (2003), "Seismic performance of steel beams to concrete-filled steel tubular column connections", J. Constr. Steel Res., 59I(3), 405-426.
  4. Kang, C.H., Shin, K.J., Oh, Y.S. and Moon, T.S. (2001), "Hysteresis behavior of CFT column to H-beam connections with external T-stiffeners and penetrated elements", Eng. Struct., 23(9), 1194-1201. https://doi.org/10.1016/S0141-0296(00)00119-X
  5. Li, W. and Han, L.H. (2011), "Seismic performance of CFST column to steelbeam joints with RC slab: Analysis", J. Constr. Steel Res., 67(1), 127-139. https://doi.org/10.1016/j.jcsr.2010.07.002
  6. Nie, J.G., Bai, Y. and Cai, C.S. (2008a), "New connection system for confined concrete columns and beams. I: Experimental study", J. Struct. Eng., 134(12), 1787-1799. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:12(1787)
  7. Nie, J.G., Bai, Y. and Cai, C.S. (2008b), "New connection system for confined concrete columns and beams. II: Theoretical modeling", J. Struct. Eng., 134(12), 1800-1809. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:12(1800)
  8. Nishiyama, I., Fujimoto, T., Fukumoto, T. and Yoshioka, K. (2004), "Inelastic force-deformation response of joint shear panels in beam-column moment connections to concrete-filled tubes", J. Struct. Eng., 130(2), 244-252. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(244)
  9. Parra-Montesinos, G.J., Liang, X. and Wight, J.K. (2003), "Towards deformation-based capacity design of RCS beam-column connections", Eng. Struct., 25(5), 681-690. https://doi.org/10.1016/S0141-0296(02)00177-3
  10. Qian, J.R. and Jiang, Y. (2009), "Tests on seismic behavior of RC beam - composite s teel tube confined concrete column joints", Build. Struct., 39(9), 39-48. [In Chinese]
  11. Ricles, J.M., Peng, S.W. and Wu, L.W. (2004), "Seismic behavior of composite concrete filled steel tube column-wide flange beam moment connections", J. Struct. Eng., 130(2), 223-232. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(223)
  12. Schneider, S.P. and Alostaz, Y.M. (1998), "Experimental behavior of connections to concrete-filled steel tubes", J. Constr. Steel Res., 45(3), 321-352. https://doi.org/10.1016/S0143-974X(97)00071-0
  13. Shin, K.J., Kim, Y.J., Oh, Y.S. and Moon, T.S. (2004), "Behavior of welded CFT column to H-beam connections with external stiffeners", Eng. Struct., 26(13), 1877-1887. https://doi.org/10.1016/j.engstruct.2004.06.016
  14. Shin, K.J., Kim, Y.J. and Oh, Y.S. (2008), "Seismic behavior of composite concrete-filled tube column to beam moment connections", J. Constr. Steel Res., 64(1), 118-127. https://doi.org/10.1016/j.jcsr.2007.04.001
  15. Wang J.F., Han L.H. and Uy, B. (2009), "Behaviour of flush end plate joints to concrete-filledsteel tubular columns", J. Constr. Steel Res., 65(4), 925-939. https://doi.org/10.1016/j.jcsr.2008.10.010
  16. Wu, L.Y., Chung, L.L., Tsai, S.F., Shen, T.J. and Huang, G.L. (2005), "Seismic behavior of bolted beam-to-column connections for concrete filled steel tube", J. Constr. Steel Res., 61(10), 1387-1410. https://doi.org/10.1016/j.jcsr.2005.03.007
  17. Yao, G.H., Huang, Y.J. and Song, B.D. and Tan, W. (2008), "Research on behaviour of the inner joint of conrete filled steel tube column-RC ring beam", Steel Struct., 23(11), 22-25. [In Chinese]
  18. Zhang, Y.F., Zhao, J.H. and Cai C.S. (2012), "Seismic behavior of ring beam joints between concrete-filled twin steel tubes columns and reinforced concrete beams", Eng. Struct., 39, 1-10. https://doi.org/10.1016/j.engstruct.2012.01.014

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  1. The ultimate bearing capacity of rectangular tunnel lining assembled by composite segments: An experimental investigation vol.24, pp.4, 2014, https://doi.org/10.12989/scs.2017.24.4.481
  2. A constitutive model for confined concrete in composite structures vol.24, pp.6, 2017, https://doi.org/10.12989/scs.2017.24.6.689
  3. Experimental Investigation on the Axially Loaded Performance of Notched Hexagonal Concrete-Filled Steel Tube (CFST) Column vol.2019, pp.None, 2014, https://doi.org/10.1155/2019/2612536
  4. Numerical Simulation and Experimental Investigation on Seismic Performance of Composite Structural Connection of Encased CFST Column and Reinforced Concrete Beam with Steel Ring vol.14, pp.1, 2014, https://doi.org/10.2174/1874836802014010309