Steel and Composite Structures

  • 제23권1호
  • /
  • Pages.115-130
  • /
  • 2017
  • /
  • 1229-9367(pISSN)
  • /
  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Anchored blind bolted composite connection to a concrete filled steel tubular column

  • Agheshlui, Hossein (Department of Infrastructure Engineering, The University of Melbourne) ;
  • Goldsworthy, Helen (Department of Infrastructure Engineering, The University of Melbourne) ;
  • Gad, Emad (Faculty of Engineering & Industrial Sciences, Swinburne University of Tech.) ;
  • Mirza, Olivia (School of Computing, Engineering & Mathematics, University of Western Sydney)
  • 투고 : 2016.05.05
  • 심사 : 2016.12.15
  • 발행 : 2017.01.20
⟨ 이전 논문 다음 논문 ⟩

초록

A new type of moment-resisting bolted connection was developed for use in composite steel- concrete construction to connect composite open section steel beams to concrete filled steel square tubular columns. The connection was made possible using anchored blind bolts along with two through bolts. It was designed to act compositely with the in-situ reinforced concrete slab to achieve an enhanced stiffness and strength. The developed connection was incorporated in the design of a medium rise (five storey) commercial building which was located in low to medium seismicity regions. The lateral load resisting system for the design building consisted of moment resisting frames in two directions. A major full scale test on a sub-assembly of a perimeter moment-resisting frame of the model building was conducted to study the system behaviour incorporating the proposed connection. The behaviour of the proposed connection and its interaction with the floor slab under cyclic loading representing the earthquake events with return periods of 500 years and 2500 years was investigated. The proposed connection was categorized as semi rigid for unbraced frames based on the classification method presented in Eurocode 3. Furthermore, the proposed connection, composite with the floor slab, successfully provided adequate lateral load resistance for the model building.

키워드

과제정보

연구 과제 주관 기관 : Australian Research Council

참고문헌

  1. Agheshlui, H. (2014), "Anchored blind bolted connections within concrete filled square steel hollow sections", The University of Melbourne, Australia.
  2. Agheshlui, H., Goldsworthy, H., Gad, E. and Yao, H. (2015), "Tensile behavior of groups of anchored blind bolts within concrete-filled steel square hollow sections", J. Struct. Eng.. 142(2), 04015125.
  3. Agheshlui, H., Goldsworthy, H., Gad, E. and Fernando, S. (2016), "Tensile behaviour of anchored blind bolts in concrete filled square hollow sections", Mater. Struct., 49(4), 1511-1525. https://doi.org/10.1617/s11527-015-0592-8
  4. AS 1170.2 (2011), Structural design actions - Part 2: Wind actions, Standards Australia.
  5. AS 1170.4 (2007), Structural design actions, Part 4: Earthquake actions in Australia, Standards Australia.
  6. AS 4100 (1998), Australian Standard- Steel structures, Standards Australia.
  7. AS 4291.1 (2000), Mechanical properties of fasteners made of carbon steel and alloys, Part 1: Bolts, screws and studs, Standards Australia.
  8. AS/NZS 1170.0 (2002), Structural design actions, Part 0: General principles, Australian/New Zealand Standard.
  9. AS/NZS 4671 (2001), Australian reinforcing materials, Australian/New Zealand Standard.
  10. Aslani, F., Uy, B., Tao, Z. and Mashiri, F. (2015), "Predicting the axial load capacity of high-strength concrete filled steel tubular columns", Steel Compos. Struct., Int. J., 19(4), 967-993. https://doi.org/10.12989/scs.2015.19.4.967
  11. Bergmann, R., Matsui, C., Meinsma, C. and Dutta, D. (1995), Design guide for concrete filled hollow section columns under static and seismic loading; Verlag TUV Rheinland, Koln, Germany, CIDECT.
  12. Chung, K.-S., Kim, J.-H. and Yoo, J.-H. (2013), "Experimental and analytical investigation of high-strength concrete-filled steel tube square columns subjected to flexural loading", Steel Compos. Struct., Int. J., 14(2), 133-153. https://doi.org/10.12989/scs.2013.14.2.133
  13. EN 1993-1-8 (2005), Design of steel structures, Part 1-8: Design of joints; European Committee for Standardisation (CEN), Brussels, Belgium.
  14. EN 1994-1-1 (2004), Eurocode 4: Design of composite steel and concrete structures. Part 1-1: General rules and rules for buildings, CEN.
  15. Eurocode 3 (2005), Design of steel structures, Part 1-8: Design of joints, European Committee for Standardisation (CEN), Brussels, Belgium.
  16. Faella, C., Piluso, V. and Rizzano, G. (1998), "Experimental analysis of bolted connections: Snug versus preloaded bolts", J. Struct. Eng., 124(7), 765-774. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:7(765)
  17. FEMA 461 (2007), Interim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Nonstructural Components.
  18. France, J.E., Buick Davison, J. and A. Kirby, P. (1999), "Momentcapacity and rotational stiffness of endplate connections to concrete-filled tubular columns with flowdrilled connectors", J. Construct. Steel Res., 50(1), 35-48. https://doi.org/10.1016/S0143-974X(98)00237-5
  19. 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
  20. HAZUS MR4 (2003), Multi-hazard Loss Estimation Methodology - Earthquake Model.
  21. Hibbeler, R. (2008), Mechanics of Materials, Prentice Hall.
  22. Hicks, S. and Newman, G. (2002), Design Guide for Concrete Filled Columns, Corus Tubes.
  23. Lam, N. and Wilson, J. (2004), "Displacement modelling of intraplate earthquakes", ISET J. Earthq. Technol., 41(1), 15-52.
  24. Liu, Y., Malaga-Chuquitaype, C. and Elghazouli, A.Y. (2014), "Behaviour of open beam-to-tubular column angle connections under combined loading conditions", Steel Compos. Struct., Int. J., 16(2), 157-185. https://doi.org/10.12989/scs.2014.16.2.157
  25. Loh, H.Y., Uy, B. and Bradford, M.A. (2006), "The effects of partial shear connection in composite flush end plate joints Part I - Experimental study", J. Construct. Steel Res., 62(4), 378-390. https://doi.org/10.1016/j.jcsr.2005.07.012
  26. Pitrakkos, T. and Tizani, W. (2015), "A component method model for blind-bolts with headed anchors in tension", Steel Compos. Struct., Int. J., 18(5), 1305-1330. https://doi.org/10.12989/scs.2015.18.5.1305
  27. Qu, X., Chen, Z. and Sun, G. (2015), "Axial behaviour of rectangular concrete-filled cold-formed steel tubular columns with different loading methods", Steel Compos. Struct., Int. J., 18(1), 71-90. https://doi.org/10.12989/scs.2015.18.1.071
  28. Reyes-Salazar, A. and Haldar, A. (1999), "Nonlinear seismic response of steel structures with semi-rigid and composite connections", J. Construct. Steel Res., 51(1), 37-59. https://doi.org/10.1016/S0143-974X(99)00005-X
  29. Ricles, J., Peng, S. and Lu, L. (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)
  30. Sayers, C.M., Nagy, Z., Adachi, J., Singh, V., Tagbor, K. and Hooyman, P. (2009), Determination of In-situ Stress and Rock Strength using Borehole Acoustic Data, Houston, TX, USA.
  31. SCI P213 (1998), The Steel Construction Institute, Joints in Steel Construction - Composite Connections.
  32. Tizani, W. and Ridley-Ellis, D. (2003), "The performance of a new blind-bolt for moment-resisting connections", Proceedings of the 10th International Symposium on Tubular Structures, Madrid, Spain, September.
  33. Tizani, W., Al-Mughairi, A., Owen, J.S. and Pitrakkos, T. (2013a), "Rotational stiffness of a blind-bolted connection to concretefilled tubes using modified Hollo-bolt", J. Construct. Steel Res., 80, 317-331. https://doi.org/10.1016/j.jcsr.2012.09.024
  34. Tizani, W., Wang, Z.Y. and Hajirasouliha, I. (2013b), "Hysteretic performance of a new blind bolted connection to concrete filled columns under cyclic loading: An experimental investigation", Eng. Struct., 46, 535-546. https://doi.org/10.1016/j.engstruct.2012.08.020
  35. Wang, J.-F., Han, L.-H. and Uy, B. (2009), "Behaviour of flush end plate joints to concrete-filled steel tubular columns", J. Construct. Steel Res., 65(4), 925-939. https://doi.org/10.1016/j.jcsr.2008.10.010
  36. Yao, H., Goldsworthy, H. and Gad, E. (2008), "Experimental and numerical investigation of the tensile behavior of blind-bolted T-stub connections to concrete-filled circular columns", J. Struct. Eng., 134(2), 198-208. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:2(198)
  37. Yao, H., Goldsworthy, H., Gad, E. and Fernando, S. (2011). "Experimental study on modified blind bolts anchored in concrete-filled steel tubular columns", Australian Earthq. Eng. Soc., South Australia, Barossa Valley.

피인용 문헌

  1. Explicit simulation of bolted endplate composite beam-to-CFST column connections vol.119, 2017, https://doi.org/10.1016/j.tws.2017.07.013
  2. Experimental investigation on shear capacity of partially prefabricated steel reinforced concrete columns vol.28, pp.1, 2018, https://doi.org/10.12989/scs.2018.28.1.073
  3. Experimental investigation of carbon steel and stainless steel bolted connections at different strain rates vol.30, pp.6, 2019, https://doi.org/10.12989/scs.2019.30.6.551
  4. Numerical analysis of stainless steel-concrete composite beam-to-column joints with bolted flush endplates vol.33, pp.1, 2017, https://doi.org/10.12989/scs.2019.33.1.143
  5. Modelling and experiment of semi rigid joint between composite beam and square CFDST column vol.34, pp.6, 2017, https://doi.org/10.12989/scs.2020.34.6.803
  6. Mechanical behavior of outer square inner circular concrete-filled dual steel tubular stub columns vol.38, pp.3, 2017, https://doi.org/10.12989/scs.2021.38.3.305
  7. Component based moment-rotation model of composite beam blind bolted to CFDST column joint vol.38, pp.5, 2021, https://doi.org/10.12989/scs.2021.38.5.547
  8. Further study on improvement on strain concentration in through-diaphragm connection vol.39, pp.2, 2017, https://doi.org/10.12989/scs.2021.39.2.135
  9. Non-linear FEA of mechanical properties of modular prefabricated steel-concrete composite joints vol.40, pp.4, 2017, https://doi.org/10.12989/scs.2021.40.4.533