Steel and Composite Structures

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Behaviour and design of composite beams subjected to flexure and axial load

  • Kirkland, Brendan (Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Faculty of Engineering, The University of New South Wales (UNSW) Sydney) ;
  • Uy, Brian (Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Faculty of Engineering, The University of New South Wales (UNSW) Sydney)
  • Received : 2014.10.16
  • Accepted : 2015.02.06
  • Published : 2015.09.25
⟨ Previous Next ⟩

Abstract

Composite steel-concrete beams are used frequently in situations where axial forces are introduced. Some examples include the use in cable-stayed bridges or inclined members in stadia and bridge approach spans. In these situations, the beam may be subjected to any combination of flexure and axial load. However, modern steel and composite construction codes currently do not address the effects of these combined actions. This study presents an analysis of composite beams subjected to combined loadings. An analytical model is developed based on a cross-sectional analysis method using a strategy of successive iterations. Results derived from the model show an excellent agreement with existing experimental results. A parametric study is conducted to investigate the effect of axial load on the flexural strength of composite beams. The parametric study is then extended to a number of section sizes and employs various degrees of shear connection. Design models are proposed for estimating the flexural strength of an axially loaded member with full and partial shear connection.

Keywords

Acknowledgement

Supported by : Australian Research Council

References

  1. Ayyub, B.M., Sohn, Y.G. and Saadatmanesh, H. (1992a), "Prestressed composite girders. I: Experimental study for negative moment", J. Struct. Eng., 118(10), 2743-2762. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:10(2743)
  2. Ayyub, B.M., Sohn, Y.G. and Saadatmanesh, H. (1992b), "Prestressed composite girders. II: Analytical study for negative moment", J. Struct. Eng., 118(10), 2763-2783. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:10(2763)
  3. British Standard Institution (2004), Eurocode 4, ENV 1994-1-1:1994, Design of composite steel and concrete structures, Part 1.1 General rules and rules for buildings, British Standard Institution, London, UK.
  4. Carreira, D. and Chu, K. (1985), "Stress-strain relationship for plain concrete in compression", J. Am. Concrete I., 82(6), 797-804.
  5. Chen, S. (2005), "Experimental study of prestressed steel-concrete composite beams with external tendons for negative moments", J. Constr. Steel Res., 61(12), 1613-1630. https://doi.org/10.1016/j.jcsr.2005.05.005
  6. Chen, S. and Gu, P. (2005), "Load carrying capacity of composite beams prestressed with external tendons under positive moment", J. Constr. Steel Res., 61(4), 515-530. https://doi.org/10.1016/j.jcsr.2004.09.004
  7. Chen, S., Wang, X. and Jia, Y. (2009), "A comparative study of continuous steel-concrete beams prestressed with external tendons: Experimental investigation", J. Constr. Steel Res., 65(7), 1480-1489. https://doi.org/10.1016/j.jcsr.2009.03.005
  8. Dundar, C., Tokgoz, S., Tanrikulu, A.K. and Baran, T. (2008), "Behaviour of reinforced and concreteencased composite columns subjected to biaxial bending and axial load", Build. Environ., 43(6), 1109-1120. https://doi.org/10.1016/j.buildenv.2007.02.010
  9. Elghazouli, A.Y. and Treadway, J. (2008), "Inelastic behaviour of composite members under combined bending and axial loading", J. Constr. Steel Res., 64(9), 1008-1019. https://doi.org/10.1016/j.jcsr.2007.12.016
  10. Huang, L., Lu, Y. and Shi, C. (2009), "Unified calculation method for symmetrically reinfored concrete section subjected to combined loading", ACI Struct. J., 110(1), 127-136.
  11. Kaklauskas, G. and Ghaboussi, J. (2001), "Stress-strain relationship for cracked tensile concrete from RC beam tests", J. Struct. Eng., 127(1), 64-73. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:1(64)
  12. Kemp, A.R. (1985), "Interaction of plastic local and lateral buckling", J. Struct. Eng., 111(10), 2181-2196. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:10(2181)
  13. Kemp, A.R. and Nethercot, D.A. (2001), "Required and available rotations in continuous composite beams with semi-rigid connections", J. Constr. Steel Res., 57(4), 375-400. https://doi.org/10.1016/S0143-974X(00)00025-0
  14. Liu, Y., Xu, L. and Grierson, D.E. (2009), "Combined MVP failure criterion for steel cross-sections", J. Constr. Steel Res., 65(1), 116-124. https://doi.org/10.1016/j.jcsr.2008.03.019
  15. Loh, H.Y., Uy, B. and Bradford, M.A. (2004a), "The effects of partial shear connection in the hogging moment regions of composite beams. Part I-Experimental study", J. Constr. Steel Res., 60(6), 897-919. https://doi.org/10.1016/j.jcsr.2003.10.007
  16. Loh, H.Y., Uy, B. and Bradford, M.A. (2004b), "The effects of partial shear connection in the hogging moment regions of composite beams. Part II-Analytical study", J. Constr. Steel Res., 60(6), 921-962. https://doi.org/10.1016/j.jcsr.2003.10.008
  17. Lorenc, W. and Kubica, E. (2006), "Behaviour of composite beams prestressed with external tendons: Experimental study", J. Constr. Steel Res., 62(12), 1353-1366. https://doi.org/10.1016/j.jcsr.2006.01.007
  18. Nguyen, Q.H., Hijaj, M., Uy, B. and Guezouli, S. (2009), "Analysis of composite beams in the hogging moment regions using a mixed finite element formulation", J. Constr. Steel Res., 65(3), 737-748. https://doi.org/10.1016/j.jcsr.2008.07.026
  19. Saadatmanesh, H., Albrecht, P. and Ayyub, B.M. (1989a), "Experimental study of prestressed composite beams", J. Struct. Eng., 115(9), 2348-2363. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:9(2348)
  20. Saadatmanesh, H., Albrecht, P. and Ayyub, B.M. (1989b), "Analytical study of prestressed composite beams", J. Struct. Eng., 115(9), 2364-2381. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:9(2364)
  21. Shanmugam, N.E. and Lakshmi, B. (2001), "State of the art steel-concrete composite columns", J. Constr. Steel Res., 57(10), 1041-1080. https://doi.org/10.1016/S0143-974X(01)00021-9
  22. Standards Australia (2003), AS 2327.1-2003 Australian Standard: Composite Structures, Part 1: Simply Supported beams, Standards Australia International Ltd.
  23. Troitsky, M.S., Zielinski, Z.A. and Nouraeyan, A. (1989), "Pre-tensioned and post-tensioned composite girders", J. Struct. Eng., 115(12), 3142-3153. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:12(3142)
  24. Uy, B. and Bradford, M.A. (1993), "Cross-sectional deformation of prestressed composite tee-beams", Struct. Eng. Rev., 5(1), 63-70.
  25. Uy, B. and Craine, S. (2004), "Static flexural behaviour of externally post-tensioned steel-concrete composite beams", Adv. Struct. Eng., 7(1), 1-20. https://doi.org/10.1260/136943304322985729
  26. Uy, B. and Nethercot, D.A. (2005), "Effects of partial shear connection on the required and available rotations of semi-continuous composite beam systems", Struct. Eng., 83(4), 29-39.
  27. Uy, B. and Tuem, H.S. (2006), "Behaviour and design of composite steel-concrete beams under combined actions", ASCCS'2006 Eighth International Conference on Steel-Concrete Composite and Hybrid Structures, Harbin, China, August.
  28. Vasdravellis, G., Uy, B., Tan, E.L. and Kirkland, B. (2012a), "The effects of axial tension on the hogging-moment regions of composite beams", J. Constr. Steel Res., 68(1), 20-33. https://doi.org/10.1016/j.jcsr.2011.06.017
  29. Vasdravellis, G., Uy, B., Tan, E.L. and Kirkland, B. (2012b), "The effects of axial tension on the sagging-moment regions of composite beams", J. Constr. Steel Res., 72, 240-253. https://doi.org/10.1016/j.jcsr.2012.01.002
  30. Vasdravellis, G., Uy, B., Tan, E.L. and Kirkland, B. (2012c), "Behaviour and design of composite beams subjected to negative bending and compression", J. Constr. Steel Res., 79, 34-47. https://doi.org/10.1016/j.jcsr.2012.07.012
  31. Vasdravellis, G., Uy, B., Tan, E.L. and Kirkland, B. (2014), "Behaviour and design of composite beams subjected to sagging bending and compression", J. Constr. Steel Res., 110, 29-39.
  32. Wu, Y.F., Oehlers, D.J. and Griffith, M.C. (2001a), "Numerical simulation of composite plated columns", Research Report No. R172, Dept. of Civil and Env. Engng, Adelaide University, Australia.
  33. Wu, Y.F., Griffith, M.C. and Oehlers, D.J. (2001b), "Behaviour of plated RC columns", Research Report No. R173; Dept. of Civil and Env. Engng, Adelaide University, Australia.
  34. Wu, Y.F., Oehlers, D.J. and Griffith, M.C. (2002), "Partial-interaction analysis of composite beam/column members", Mech. Struct. Mach., 30(3), 309-332. https://doi.org/10.1081/SME-120004420
  35. Wu, Y.F., Griffith, M.C. and Oehlers, D.J. (2004), "Numerical simulation of steel plated RC columns", Comp. Struct., 82(4-5), 359-371. https://doi.org/10.1016/j.compstruc.2003.10.011

Cited by

  1. Thermal stability of functionally graded sandwich plates using a simple shear deformation theory vol.58, pp.3, 2016, https://doi.org/10.12989/sem.2016.58.3.397
  2. Behavior of light weight sandwich panels under out of plane bending loading vol.21, pp.4, 2016, https://doi.org/10.12989/scs.2016.21.4.775
  3. Thermo-mechanical postbuckling of symmetric S-FGM plates resting on Pasternak elastic foundations using hyperbolic shear deformation theory vol.57, pp.4, 2016, https://doi.org/10.12989/sem.2016.57.4.617
  4. An efficient shear deformation theory for wave propagation of functionally graded material plates vol.57, pp.5, 2016, https://doi.org/10.12989/sem.2016.57.5.837
  5. Effect of porosity on vibrational characteristics of non-homogeneous plates using hyperbolic shear deformation theory vol.22, pp.4, 2016, https://doi.org/10.12989/was.2016.22.4.429
  6. A novel four variable refined plate theory for bending, buckling, and vibration of functionally graded plates vol.22, pp.3, 2016, https://doi.org/10.12989/scs.2016.22.3.473
  7. Design and modelling of pre-cast steel-concrete composites for resilient railway track slabs vol.22, pp.3, 2016, https://doi.org/10.12989/scs.2016.22.3.537
  8. Influence of shear bolt connections on modular precast steel-concrete composites for track support structures vol.27, pp.5, 2018, https://doi.org/10.12989/scs.2018.27.5.647
  9. Analysis of Equivalent Flexural Stiffness of Steel-Concrete Composite Beams in Frame Structures vol.11, pp.21, 2021, https://doi.org/10.3390/app112110305