Steel and Composite Structures

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A general method of analysis of composite beams with partial interaction

  • Ranzi, G. (School of Civil and Environmental Engineering, The University of New South Wales) ;
  • Bradford, M.A. (School of Civil and Environmental Engineering, The University of New South Wales) ;
  • Uy, B. (School of Civil and Environmental Engineering, The University of New South Wales)
  • Received : 2002.09.12
  • Accepted : 2003.04.16
  • Published : 2003.06.25
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Abstract

This paper presents a generic modelling of composite steel-concrete beams with elastic shear connection. It builds on the well-known seminal technique of Newmark, Siess and Viest, in order to formulate the partial interaction formulation for solution under a variety of end conditions, and lends itself well for modification to enable direct quantification of effects such as shrinkage, creep, and limited shear connection slip capacity. This application is possible because the governing differential equations are set up and solved in a fashion whereby inclusion of the kinematic and static end conditions merely requires a statement of the appropriate constants of integration that are generated in the solution of the linear differential equations. The method is applied in the paper for the solution of the well-studied behaviour of simply supported beams with partial interaction, as well as to provide solutions for a beam encastr$\acute{e}$ at its ends, and for a propped cantilever.

Keywords

References

  1. Ahmed, M., Oehlers, D.J. and Bradford, M.A. (2000), "Retrofitting reinforced concrete beams by bolting steel plates to their sides. Part 1: Behaviour and experimental work", Structural Engineering and Mechanics, An Int. Journal, 10(3), 211-226. https://doi.org/10.12989/sem.2000.10.3.211
  2. Girhammar, U.A. and Pan, D. (1993), "Dynamic analysis of composite members with interlayer slip", International Journal of Solids and Structures, 30(6), 797-823. https://doi.org/10.1016/0020-7683(93)90041-5
  3. Hall, A.S. and Kabaila, A.P. (1986), Basic Concepts of Structural Analysis, GreenwichSoft, Sydney.
  4. Johnson, R.P. (1994), Composite Structures of Steel and Concrete, Blackwell Scientific Publishers, Oxford.
  5. Newmark, N.M., Siess, C.P., Viest, I.M. (1951), "Tests and analysis of composite beams with incomplete interaction", Proceedings of the Society of Experimental Stress Analysis, 9(1), 75-92.
  6. Nguyen, N.T., Oehlers, D.J. and Bradford, M.A. (1998), "A rational model for the degree of interaction in composite beams with flexible shear connectors", Mechanics of Structures and Machines, 26(2), 175-194. https://doi.org/10.1080/08905459808945426
  7. Oehlers, D.J., Bradford, M.A. (1995), Steel and Concrete Composite Structural Members: Fundamental Behaviour. Pergamon Press, Oxford.
  8. Oehlers, D.J., Bradford, M.A. (1999), Elementary Behaviour of Composite Steel and Concrete Structural Members. Butterworth-Heinemann, Oxford.
  9. Oehlers, D.J. and Sved, G. (1995), "Composite beams with limited-slip-capacity shear connectors", Journal of Structural Engineering, ASCE, 121(6), 932-938. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:6(932)
  10. Oehlers, D.J., Ahmed, M., Nguyen, N.T. and Bradford, M.A. (2000), "Retrofitting reinforced concrete beams by bolting steel plates to their sides. Part 2: Transverse interaction and rigid plastic design", Structural Engineering and Mechanics, An Int. Journal 10(3), 227-243.

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