DOI QR코드

DOI QR Code

A parametric investigation on the hysteretic behaviour of CFT column to steel beam connections

  • Esfandyary, R. (Department of Civil Engineering, Azad University, South Tehran Branch) ;
  • Razzaghi, M.S. (Department of Civil Engineering, Azad University, Qazvin Branch) ;
  • Eslami, A. (School of Civil Engineering, The University of Queensland)
  • 투고 : 2014.11.12
  • 심사 : 2015.06.09
  • 발행 : 2015.07.10

초록

The results of a numerical investigation pertaining to the hysteretic behaviour of concrete filled steel tubular (CFT) column to I-beam connections are discussed in detail. Following the verification of the numerical results against the available experimental tests, the nonlinear finite element (FE) analysis was implemented to evaluate the effects of different parameters including the column axial load, beam lateral support, shape and arrangement of stiffeners, stiffness of T-stiffeners, and the number of shear stiffeners. Pursuing this objective, an external CFT column to beam connection, tested previously, was selected as the case-study. The lateral forces on the structure were simulated, albeit approximately, using an incremental cyclic loading reversal applied at the beam tip. The results were compared in terms of hysteretic load-displacement curves, stress distributions in connection, strength, rotation, and energy dissipation capacity. It was shown that external T-stiffeners combined with internal shear stiffeners play an important role in the hysteretic performance of CFT columns to I-beam connections.

키워드

참고문헌

  1. Abedi, K., Ferdousi, A. and Afshin, H. (2008), "A novel steel section for concrete-filled tubular columns", Thin Wall. Struct., 46(3), 310-319. https://doi.org/10.1016/j.tws.2007.07.019
  2. ANSYS Manual (2005), 9 Edition, Canonsburg, PA 15317, USA.
  3. Dalalbashi, A., Eslami, A. and Ronagh, H.R. (2012), "Plastic hinge relocation in RC joints as an alternative method of retrofitting using FRP", Compos. Struct., 94(8), 2433-2439. https://doi.org/10.1016/j.compstruct.2012.02.016
  4. Dalalbashi, A., Eslami, A. and Ronagh, H.R. (2013), "Numerical investigation on the hysteretic behavior of RC joints retrofitted with different CFRP configurations", J. Compos. Construct., 17(3), 371-382. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000361
  5. Elremaily, A. and Azizinamini, A. (2001), "Experimental behavior of steel beam to CFT column connections", J. Construct. Steel Res., 57(10), 1099-1119. https://doi.org/10.1016/S0143-974X(01)00025-6
  6. Eslami, A., Dalalbashi, A. and Ronagh, H.R. (2013), "On the effect of plastic hinge relocation in RC buildings using CFRP", Compos. Part B: Eng., 52, 350-361. https://doi.org/10.1016/j.compositesb.2013.04.025
  7. Eslami, A. and Ronagh, H.R. (2013), "Effect of FRP wrapping in seismic performance of RC buildings with and without special detailing-A case study", Compos. Part B: Eng., 45(1), 1265-1274. https://doi.org/10.1016/j.compositesb.2012.09.031
  8. Eslami, A., Ronagh, H.R., Mahini, S.S. and Morshed, R. (2012), "Experimental investigation and nonlinear FE analysis of historical masonry buildings-A case study", Construct. Build. Mater., 35, 251-260. https://doi.org/10.1016/j.conbuildmat.2012.04.002
  9. Gardner, A.P. and Goldsworthy, H.M. (2005), "Experimental investigation of the stiffness of critical components in a moment-resisting composite connection", J. Construct. Steel Res., 61(5), 709-726. https://doi.org/10.1016/j.jcsr.2004.11.004
  10. Ghobadi, M.S., Ghassemieh, M., Mazroi, A. and Abolmaali, A. (2009), "Seismic performance of ductile welded connections using T-stiffener", J. Construct. Steel Res., 65(4), 766-775. https://doi.org/10.1016/j.jcsr.2008.05.007
  11. Ghobadi, M.S., Mazroi, A. and Ghassemieh, M. (2009), "Cyclic response characteristics of retrofitted moment resisting connections", J. Construct. Steel Res., 65(3), 586-598. https://doi.org/10.1016/j.jcsr.2008.02.008
  12. Han, L.H., Wang, W.D. and Tao, Z. (2011), "Performance of circular CFST column to steel beam frames under lateral cyclic loading", J. Construct. Steel Res., 67(5), 876-890. https://doi.org/10.1016/j.jcsr.2010.11.020
  13. Hassan, M.M., Ramadan, H.M., Naeem, M. and Mourad, S.A. (2014), "Behaviour of gusset plate-T0-CCFT connections with different configurations", Steel Compos. Struct., 17(5), 735-751. https://doi.org/10.12989/scs.2014.17.5.735
  14. Kachlakev, D., Miller, T., Yim, S., Chansawat, K. and Potisuk, T. (2001), "Finite element modeling of reinforced concrete structures strengthened with FRP laminates", SPR 316. Oregon Department of Transportation Research Group and Federal Highway Administration.
  15. 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
  16. Kang, L., Leon, R.T. and Lu, X. (2015), "Shear strength analyses of internal diaphragm connections to CFT columns", Steel Compos. Struct., 18(5), 1083-1101. https://doi.org/10.12989/scs.2015.18.5.1083
  17. Kiamanesh, R., Abolmaali, A. and Ghassemieh, M. (2010), "The effect of stiffeners on the strain patterns of the welded connection zone", J. Construct. Steel Res., 66(1), 19-27. https://doi.org/10.1016/j.jcsr.2009.07.010
  18. Lee, C.H. Kim, J.W. and Song, J.G. (2008), "Punching shear strength and post-punching behavior of CFT column to RC flat plate connections", J. Construct. Steel Res., 64(4), 418-428. https://doi.org/10.1016/j.jcsr.2007.08.003
  19. Liu, J., Zhou, X. and Zhang, S. (2008), "Seismic behaviour of square CFT beam-columns under biaxial bending moment", J. Construct. Steel Res., 64(12), 1473-1482. https://doi.org/10.1016/j.jcsr.2008.01.013
  20. Mirghaderi, S.R., Torabian, S. and Keshavarzi, F. (2010), "I-beam to box-column connection by a vertical plate passing through the column", Eng. Struct., 32(8), 2034-2048. https://doi.org/10.1016/j.engstruct.2010.03.002
  21. Probst, A., Kang, T., Ramseyer, C. and Kim, U. (2010), "Composite flexural behavior of full-scale concrete-filled tubes without axial loads", J. Struct. Eng., 136(11), 1401-1412. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000241
  22. Rashid, Y.R. (1968), "Ultimate strength analysis of prestressed concrete pressure vessels", Nucl. Eng. Des., 7(4), 334-344. https://doi.org/10.1016/0029-5493(68)90066-6
  23. Razzaghi, M.S., Esfandyary, R. and Nateghi, A.F. (2014), "The effects of internal and external stiffeners on hysteretic behavior of steel beam to CFT column connections", IJE Tran. A: Basic., 27(7), 1005-1014.
  24. Ronagh, H.R. and Baji, H. (2014), "On the FE modeling of FRP-retrofitted beam-column subassemblies", Int. J. Concrete Struct. Mater., 8(2), 141-155. https://doi.org/10.1007/s40069-013-0047-y
  25. Schneider, S.P. and Alostaz, Y.M. (1998), "Experimental Behavior of Connections to Concrete-filled Steel Tubes", J. Construct. Steel Res., 45(3), 321-352. https://doi.org/10.1016/S0143-974X(97)00071-0
  26. Sheet, I. S., Gunasekaran, U., and Macrae, G. A. (2013), "Experimental investigation of CFT column to steel beam connections under cyclic loading", J. Construct. Steel Res., 86, 167-182. https://doi.org/10.1016/j.jcsr.2013.03.021
  27. Shin, K.J., Kim, Y.J. and Oh, Y.S. (2008), "Seismic behaviour of composite concrete-filled tube column-to-beam moment connections", J. Construct. Steel Res., 64(1), 118-127. https://doi.org/10.1016/j.jcsr.2007.04.001
  28. 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
  29. Willam, K.J. and Warnke, E. . (1975), "Constitutive model for the triaxial behaviour of concrete", Proceedings of International Association for Bridge and Structural Engineering, Bergamo, Italy.
  30. Wu, L.Y., Chung, L.L., Tsai, S.F., Lu, C.F. and Huang, G.L. (2007), "Seismic behavior of bidirectional bolted connections for CFT columns and H-beams", Eng. Struct., 29(3), 395-407. https://doi.org/10.1016/j.engstruct.2006.05.007
  31. Yuan, H., Dang, J. and Aoki, T. (2014), "Behavior of partially concrete-filled steel tube bridge piers under bi-directional seismic excitations", J. Construct. Steel Res., 93, 44-54. https://doi.org/10.1016/j.jcsr.2013.10.022
  32. Zhang, D., Gao, S. and Gong, J. (2012), "Seismic behaviour of steel beam to circular CFST column assemblies with external diaphragms", J. Construct. Steel Res., 76, 155-166. https://doi.org/10.1016/j.jcsr.2012.03.024
  33. Zhao, X.L., Tong, L.W. and Wang, X.Y. (2010), "CFDST stub columns subjected to large deformation axial loading", Eng. Struct., 32(3), 692-703. https://doi.org/10.1016/j.engstruct.2009.11.015

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