Steel and Composite Structures

  • 제6권1호
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  • Pages.1-14
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  • 2006
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Design of composite plate girders under shear loading

  • Shanmugam, N.E. (Department of Civil and Structural Engineering, Universiti Kebangsaan Malaysia) ;
  • Baskar, K. (R&D Unit., Corro-Shield Sdn Bhd)
  • 투고 : 2004.10.21
  • 심사 : 2005.09.02
  • 발행 : 2006.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

Experiments have been carried out on six composite and two plain steel plate girders under shear loading to understand the elastic and inelastic behaviour of such girders. The failure mechanism assumed and used to develop design equations is normally based on the failure patterns observed in the experiments. Therefore, different types of cracks and failure patterns observed in the experiments are reviewed briefly first. Based on the observed failure patterns, a design method to predict the ultimate shear capacity of composite plate girders is proposed in this paper. The values of ultimate shear capacity obtained using the proposed design method are compared with the corresponding experimental values and it is found that the proposed method is able to predict the shear capacity accurately.

키워드

참고문헌

  1. Allison, R.W., Johnson, R.P. and May, l.M. (1982), 'Tension field action in composite plate girders', Proc. of the Inst. of Civ. Eng., 73(2), June, 255-276
  2. Baskar, K. (2003), 'Ultimate strength of composite plate girders', PhD Thesis. National University of Singapore, Singapore
  3. Baskar, K. and Shanmugam, N.E. (2003), 'Steel-concrete composite plate girders subject to combined shear and bending', J. Constr. Steel Res., 59, 531-557 https://doi.org/10.1016/S0143-974X(02)00028-7
  4. Baskar, K., Shanmugam, N.E. and Thevendran, V. (2002), 'Finite element analysis of steel-concrete composite plate girder', J. Struct. Eng, ASCE, 128(9), 1158-1168 https://doi.org/10.1061/(ASCE)0733-9445(2002)128:9(1158)
  5. BS 5950: Part 1: 1990, 'Structural use of steelwork in building', British Standard Code of Practice for Design in Simple and Continuous Construction: Hot Rolled Sections, British Standards Institution
  6. BS 5950: Part 3: Section 3.1: 1990, 'Stmctural use of steelwork in building', British Standard Code of Practice for Design of Simple and Continuous Composite Beams, British Standards Institution
  7. BS 8110: Part 1: 1997, 'Structural use of concrete', British Standard Code of Practice for Design and Construction, British Standards Institution
  8. Narayanan, R., AI-Amery, R.I.M. and Roberts, T.M. (1989), 'Shear strength of composite plate girders with rectangular web cutouts,' J. Constr. Steel Res., 12(2), 151-166 https://doi.org/10.1016/0143-974X(89)90046-1
  9. Porter, D.M. and Cherif, Z.A.E. (1987), 'Ultimate shear strength of thin webbed steel and concrete composite girders', Proc. Int. Coif on Steel and Aluminium structures, Cardiff, UK, 8-10 July 1987, Part. 3, In composite steel structures (R. Narayanan (ed)), Elsevier applied Science, London, 55-64
  10. Porter, D.M., Rockey, K.C. and Evans, H.R. (1975), 'The collapse behavior of plate girders loaded in shear', The Structural Engineer, 53(8), 313-325
  11. Roberts, T.M. and AI-Amery, R.I.M. (1991), 'Shear strength of composite plate girders with web cut outs', J. Struct. Eng, ASCE, 117(7), 1897-1910 https://doi.org/10.1061/(ASCE)0733-9445(1991)117:1(1)
  12. Shanmugam, N.E. and Baskar, K. (2003), 'Steel-concrete composite plate girders subject to shear loading', J.Struct. Eng, ASCE, 129(9), 1230-1242 https://doi.org/10.1061/(ASCE)0733-9445(2003)129:9(1230)

피인용 문헌

  1. Horizontally curved composite plate girders with trapezoidally corrugated webs vol.67, pp.6, 2011, https://doi.org/10.1016/j.jcsr.2011.01.015
  2. Behaviour of partially connected composite plate girders containing web openings vol.72, 2013, https://doi.org/10.1016/j.tws.2013.06.022
  3. An approximate method for the ultimate shear strength of horizontally curved composite plate girders vol.20, pp.3, 2014, https://doi.org/10.3846/13923730.2013.801913
  4. Ultimate load behaviour of tapered steel plate girders vol.7, pp.6, 2007, https://doi.org/10.12989/scs.2007.7.6.469
  5. Web openings in horizontally curved composite plate girders vol.65, pp.8-9, 2009, https://doi.org/10.1016/j.jcsr.2009.02.009
  6. Tests of partially connected composite plate girders vol.91, 2015, https://doi.org/10.1016/j.tws.2015.01.024
  7. Ultimate load behavior of horizontally curved composite plate girders vol.9, pp.4, 2006, https://doi.org/10.12989/scs.2009.9.4.325
  8. Ultimate Behaviour of Perforated Steel Plate Girders Subjected to Shear Loading vol.14, pp.None, 2006, https://doi.org/10.2174/1874836802014010070