Steel and Composite Structures

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Cyclic behaviour of end-plate beam-to-column composite joints

  • Simoes, Rui (Departamento de Engenharia Civil, Universidade de Coimbra) ;
  • da Silva, Luis Simoes (Departamento de Engenharia Civil, Universidade de Coimbra) ;
  • Cruz, Paulo J.S. (Departamento de Engenharia Civil, Universidade do Minho)
  • Published : 2001.09.25
⟨ Previous Next ⟩

Abstract

An experimental research program on end-plate beam-to-column composite joints under cyclic loading is presented. The major focus relates to the identification of the contribution of the concrete confinement in composite columns to the behaviour of the joint, on internal nodes and external nodes, together with an assessment of degradation of strength and stiffness in successive loading cycles. From the experimental results it was possible to identify the various failure modes and to fit the corresponding hysteretic curves to the Richard-Abbott and Mazzolani models. These curve-fitting exercises highlighted the need to adapt both models, either for improved ease of application, or to deal with some aspects previously not covered by those models.

Keywords

References

  1. Ahmed, B., Li, T.Q. and Nethercot, D.A. (1996), "Modelling composite connection response", Connections in Steel Structures III Behaviour, Strength & Design, ed. R. Bjorhovde, A. Colson and R. Zandonini. Proceedings of the Third International Workshop, Trento University, 29-31 May 1995. Pergamon, Oxford, pp. 259-268.
  2. Amadio, C., Benussi, F. and Noe, S. (1994), "Behaviour of unbraced semi-rigid composite frames under seismic actions", In Behaviour of Steel Structures in Seismic Areas STESSA94, ed. F. M. Mazzolani and V. Gioncu, E & FN SPON, London, pp. 535-546.
  3. Azevedo, J. and Calado, L. (1994), "Hysteretic behaviour of steel members: analytical models and experimental tests", J. Constr. Steel Res., 29, 71-94. https://doi.org/10.1016/0143-974X(94)90057-4
  4. Bernuzzi, C., Zandonini, R. and Zanon, P. (1996), "Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading", J. Constr. Steel Res., 38(2), 95-123. https://doi.org/10.1016/0143-974X(96)00013-2
  5. Calado, L. (1995), "Experimental research and analytical modelling of the cyclic behaviour of bolted semi-rigid connections", In Steel Structures Eurosteel95, ed. A. N. Kounadis, A. A. Balkema, Rotterdam, 197-204.
  6. Calado, L. (1996), "Low cycle fatigue of beam-to-column connections", COST C1 Earthquake Performance of Civil Engineering Structures, ed. A. Pinto, Luxembourg, 111-122.
  7. Calado, L. and Lamas, A. (1998), "Seismic modelling and behaviour of steel beam-to-column connections", J. Constr. Steel Res., 46(1-3), Paper n. 267.
  8. Chui, P.P.T. and Chan, S.L. (1996), "Transient response of moment-resistant steel frames with flexible and hysteretic joints", J. Constr. Steel Res., 39(3), 221-243. https://doi.org/10.1016/S0143-974X(96)00038-7
  9. De Martino, A., Faella, C. and Mazzolani, F.M. (1984), "Simulation of beam-to-column joint behaviour under cyclic loads", Construzioni Metalliche, 6, 346-356.
  10. ECCS. (1986), Recommended Testing Procedure for Assessing the Behaviour of Structural Steel Elements under Cyclic Loads-$n^{\circ}$45.
  11. ECCS. (1994), ECCS Manual on Design of Steel Structures in Seismic Zones, by F.M. Mazzolani and V. Piluso, TC 13 Seismic Design, $n^{\circ}$76, Napoli, Italia.
  12. Elsati, M.K. and Richard, R.M. (1996), "Derived moment rotation curves for partially restrained connections", Structural Engineering Review, 8 (2/3), 151-158.
  13. Elnashai, A.S., Broderick, B.M. and Dowling, P.J. (1995), "Earthquake-resistant composite steel/concrete structures", Struct. Eng., 73(8), 121-132.
  14. Ermopoulos, J.C., Vayas, I., Petrovits, N.E., Sofianopoulos, D.S. and Spanos, C. (1995), "Cyclic behaviour of composite beam-to-column bolted joints", In Steel Structures Eurosteel 95, ed. A.N. Kounadis, A.A. Balkema, Rotterdam, pp. 205-210.
  15. Eurocode 3, ENV 1993-1-1. (1992), "Design of steel structures", CEN, European Committee for Standardization, Ref. No. ENV 1993-1-1: 1992, Brussels, Belgium.
  16. Eurocode 4, ENV 1994-1-1. (1996), "Proposed Annex J for EN 1994-1-1", Composite joints in building frames, CEN, European Committee for Standardization, Draft for meeting of CEN/TC 250/SC 4, Paper AN/57, Brussels, Belgium.
  17. Korol, R.M., Ghobarah, A. and Osman, A. (1990), "Extended end-plate connections under cyclic loading: behaviour and design", J. Constr. Steel Res., 16, 253-280. https://doi.org/10.1016/0143-974X(90)90030-K
  18. Lee, S.J. and Lu, L.W. (1989), "Cyclic tests of full-scale composite joints subassemblages", J. Struct. Eng., 115(8), 1977-1998. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:8(1977)
  19. Leon, R.T. (1990), "Semi-rigid composite construction", J. Constr. Steel Res., 15, 99-120. https://doi.org/10.1016/0143-974X(90)90044-H
  20. Leon, R.T., Hajjar, J.F. and Gustafson, M.A. (1998), "Seismic response of composite moment-resisting connections", I: Performance. J. Struct. Eng., 124(8), 868-876. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:8(868)
  21. Leon, R.T., Hajjar, J.F. and Gustafson, M.A. (1998), "Seismic response of composite moment-resisting connections", II: Behaviour. J. Struct. Eng., 124(8), 877-885. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:8(877)
  22. Mazzolani, F.M. (1988), "Mathematical model for semi-rigid joints under cyclic loads", in R. Bjorhovde et al. (eds) Connections in Steel Structures: Behaviour, Strength and Design, Elsevier Applied Science Publishers, London, 112-120.
  23. Plumier, A. (1994), "Behaviour of connections", J. Constr. Steel Res., 29, 95-119. https://doi.org/10.1016/0143-974X(94)90058-2
  24. Plumier, A. and Schleich, J.B. (1993), "Seismic resistance of steel and composite frame structures", J. Constr. Steel Res., 27, 159-176. https://doi.org/10.1016/0143-974X(93)90012-H
  25. Popov, E.P. (1988), "Seismic moment connections for MRFs", J. Constr. Steel Res., 10, 163-198. https://doi.org/10.1016/0143-974X(88)90030-2
  26. Pradhan, A.M. and Bouwkamp, J.G. (1994), "Structural performance aspects on cyclic behaviour of the composite beam-column joints", In Behaviour of Steel Structures in Seismic Areas STESSA94, ed. F.M. Mazzolani and V. Gioncu, E & FN SPON, London, pp. 221-230.
  27. Richard, R.M. and Abbott, B.J. (1975), "Versatile elasto-plastic stress-strain formula", J. the Engineering Mechanics Division, ASCE, 101(EM4), 511-515.
  28. Simoes da Silva, L., Simoes, R.. and Cruz, P. (2001), "Behaviour of end-plate beam-to-column composite joints under monotonical loading", Engineering Structures (in print).
  29. Simoes, R.A.D. (2000), "Behaviour of beam-to-column composite joints under static and cyclic loading (in portuguese)", Ph.D Thesis, Civil Engineering Department, Universidade de Coimbra, Coimbra, Portugal.

Cited by

  1. Behavior appraisal of steel semi-rigid joints using Linear Genetic Programming vol.65, pp.8-9, 2009, https://doi.org/10.1016/j.jcsr.2009.04.010
  2. Numerical assessment of slab-interaction effects on the behaviour of steel-concrete composite joints vol.139, 2017, https://doi.org/10.1016/j.jcsr.2017.10.003
  3. An alternative design for internal and external semi-rigid composite joints. Part I: Experimental research vol.30, pp.1, 2008, https://doi.org/10.1016/j.engstruct.2007.03.009
  4. Nonlinear dynamic behavior and instability of slender frames with semi-rigid connections vol.52, pp.12, 2010, https://doi.org/10.1016/j.ijmecsci.2010.07.002
  5. The experimental behavior and simple modeling of joints in composite MRFs vol.105, 2015, https://doi.org/10.1016/j.engstruct.2015.09.042
  6. Semi-rigid composite frames with perfobond and T-rib connectors Part 2: Design models assessment vol.63, pp.2, 2007, https://doi.org/10.1016/j.jcsr.2006.04.010
  7. Semi-rigid composite frames with perfobond and T-rib connectors Part 1: Full scale tests vol.63, pp.2, 2007, https://doi.org/10.1016/j.jcsr.2006.04.011
  8. Component-Based Model for Single-Plate Shear Connections with Pretension and Pinched Hysteresis vol.143, pp.2, 2017, https://doi.org/10.1061/(ASCE)ST.1943-541X.0001662
  9. Modeling the interaction between contact mechanisms in normal and tangential directions vol.58, 2014, https://doi.org/10.1016/j.ijnonlinmec.2013.09.002
  10. Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads vol.138, 2017, https://doi.org/10.1016/j.engstruct.2017.02.037
  11. Influence of steel-concrete interaction in dissipative zones of frames: I - Experimental study vol.15, pp.3, 2013, https://doi.org/10.12989/scs.2013.15.3.299
  12. Influence of Composite Slab on the Nonlinear Response of Extended End-Plate Beam-to-Column Joints vol.763, pp.1662-9795, 2018, https://doi.org/10.4028/www.scientific.net/KEM.763.818
  13. Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints vol.9, pp.1, 2009, https://doi.org/10.12989/scs.2009.9.1.039
  14. Numerical analysis of stainless steel-concrete composite beam-to-column joints with bolted flush endplates vol.33, pp.1, 2001, https://doi.org/10.12989/scs.2019.33.1.143
  15. Seismic-resistant slim-floor beam-to-column joints: experimental and numerical investigations vol.37, pp.3, 2020, https://doi.org/10.12989/scs.2020.37.3.307