Steel and Composite Structures

  • 제4권2호
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  • Pages.113-132
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  • 2004
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Flexural and shear behaviour of profiled double skin composite elements

  • Anwar Hossain, K.M. (Department of Civil Engineering, Ryerson University) ;
  • Wright, H.D. (Department of Civil Engineering, University of Strathclyde)
  • 투고 : 2002.08.12
  • 심사 : 2004.01.26
  • 발행 : 2004.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

Double skin composite element (DSCE) is a novel form of construction comprising two skins of profiled steel sheeting with an infill of concrete. DSCEs are thought to be applicable as shear or core walls in a building where they can resist in-plane loads. In this paper, the behaviour of DSCE subjected to combined bending and shear deformation is described. Small-scale model tests on DSCEs manufactured from micro-concrete and very thin sheeting were conducted to investigate the flexural and shear behaviour along with analytical analysis. The model tests provided information on the strength, stiffness, strain conditions and failure modes of DSCEs. Detailed development of analytical models for strength and stiffness and their performance validation by model tests are presented.

키워드

참고문헌

  1. ACI 318-813 (1983), Building Code Requirements for Reinforced Concrete ACI Committee 318, ACI, Detroit, 111 pp.
  2. Adams, P.F. (1987), "Steel-concrete composite structural system", POAC, 87, 9th International Conference on Port and Ocean Engineering under Arctic Conditions, Fairbanks, Alaska, 1-2.
  3. Bradford M.A., Wright H.D. and Uy B. (1998), "Short and long-term behaviour of axially loaded composite profiled walls", Proc. Institution of Civil Engineers, Structures and Buildings, 128, Feb. 26-37. https://doi.org/10.1680/istbu.1998.30032
  4. CIRIA Guide 2 (1977), "The design of deep beams in reinforced concrete", Ove Arup, London, January.
  5. Gallocher, S.C. (1993), "The behaviour of composite wall with profiled steel sheeting", PhD Thesis, University of Strathclyde, Glasgow, UK.
  6. Hossain K.M.A. (2000), "Axial behaviour of pierced profiled composite walls", IPENZ Transaction, 27(1)/Civ, 1-7, New Zealand.
  7. Hossain K.M.A. (2003), "Experimental and theoretical behaviour of thin walled composite beams", Electronic J. Struct. Eng., An Int. J., 3, 117-139, EJSE International.
  8. Hossain K.M.A. and Wright H.D. (1998a), "Shear interaction between sheeting and concrete in profiled composite construction", Proce. of the Australasian Structural Engineering Conference, Auckland, 30 Sept.-2 October, vol. 1, pp. 181-188 (ISBN 0-473-05481-7).
  9. Hossain K.M.A. and Wright H.D. (1998b), "Performance of profiled concrete shear panels", J. Struct. Eng., ASCE, 124(4), April, 368-381. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:4(368)
  10. Hossain, K.M.A. and Wright, H.D. (1995), "Composite walling with special reference to the stabilisation of building frames", Proc. Nordic Steel Construction Conference, 531-538, Malmo, Sweden, June 19-21.
  11. Hossain, K.M.A. and Wright, H.D. (2004a), "Experimental and theoretical behaviour of double skin composite walls under in-plane shear", J. Construct. Steel Res., 60, 59-83. https://doi.org/10.1016/j.jcsr.2003.08.004
  12. Hossain, K.M.A. and Wright, H.D. (2004b), "Behaviour of composite walls under monotonic and cyclic shear loading", Struct. Eng. Mech., An Int. J., 17(1), 69-85. https://doi.org/10.12989/sem.2004.17.1.069
  13. Hossain, K.M.A. and Wright, H.D. (2004c), "Design aspects of double skin composite framed shear walls in construction and service stages", ACI Struct. J., 101(1), January-February, 94-102.
  14. Link, R.A. and Elwi, A.E.(1995), "Composite concrete-steel plate walls: analysis and behaviour", J. Struct. Eng., ASCE, 121(2), February, 260-271. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:2(260)
  15. Naraynan, N., Wright, H.D., Evans, H.R. and Francies, R.W. (1987), "Double skin composite construction for submerged tube tunnels", Steel Construction Today, 1, 187-189.
  16. Oehlers, D.J. (1993), "Composite profiled beams", J. Struct. Eng., ASCE, 119(4), 1085-1100. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:4(1085)
  17. Oehlers, D.J., Wright, H.D. and Burnet, M.J. (1994), "Flexural strength of profiled beams", J. Struct. Eng., ASCE, 120(2), February, 378-393. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:2(378)
  18. Patrick, M. (1990), "A new partial shear connection strength model for composite slabs", J. Australian Inst. Steel Res. 24(3) 2-17.
  19. Timoshenko, S.P. and Goodier, J.N. (1982), Theory of Elasticity, McGraw-Hill Book Company.
  20. Wood S.H. (1990), "Shear strength of low-rise reinforced concrete walls", ACI Struct. J., 87(1), Jan-Feb., 99-107.
  21. Wright, H.D., Oduyemi, T.O.S. and Evans, H.R. (1991), "The double skin composite elements", J. Construct. Steel Res., 19, 111-132. https://doi.org/10.1016/0143-974X(91)90037-2
  22. Wright H.D. (1998), "The axial load behaviour of composite walling", J. Construct. Steel Res., 45(3), 353-375. https://doi.org/10.1016/S0143-974X(97)00030-8
  23. Wright H.D. and Gallocher S.C. (1995), "The behaviour of composite walling under construction and service loading", J. Construct. Steel Res., 35(3), 257-273. https://doi.org/10.1016/0143-974X(94)00051-I
  24. Wright, H.D. and Evans H.R. (1995), "Profiled steel concrete sandwich elements for use in wall construction", Proc. Third International Conference on Sandwich Construction, Southampton, 12-15 September.
  25. Wright, H.D., Evans, H.R. and Gallocher, S.C. (1992), Composite walling, Composite Construction II, Engineering Foundation Conference, Missouri, June 14-19.
  26. Wright, H.D., Hossain, K.M.A., Gallocher, S.C. (1994), "Composite walls as shear elements in tall structures", Proce. ASCE Structures Congress XII, Atlanta, GA, USA, April 24-28, pp. 140-145.
  27. Yarushalmi, Y.(1988), "Tests performed on the ASP construction system", The ASP Group, Washington D.C., 32.

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