Open Access
Mechanics & Industry
Volume 16, Number 1, 2015
Article Number 112
Number of page(s) 13
Published online 17 October 2014
  1. S.P. Schneider, Axially loaded concrete-filled steel tubes, J. Struct. Eng. 124 (1998) 1125–1138 [CrossRef] [Google Scholar]
  2. B. Uy, Local and post-local buckling of concrete filled steel welded box columns, J. Construct. Steel Res. 74 (1998) 47–72 [Google Scholar]
  3. B. Uy, Static long-term effects in short concrete-filled steel box columns under sustained loading, ACI Struct. J. 98 (2001) 96–104 [Google Scholar]
  4. C.S. Huang, Y.K. Yeh, H.T. Hu, K.C. Tsai, Y.T. Weng, S.H. Wang et al., Axial load behavior of stiffened concrete-filled steel columns, J. Struct. Eng. 128 (2002) 1222–1230 [CrossRef] [Google Scholar]
  5. L.H. Han, G.H. Yao, Influence of concrete compaction on the strength of concrete-filled steel RHS columns, J. Construct. Steel Res. 59 (2003) 751–767 [CrossRef] [Google Scholar]
  6. M. Mursi, B. Uy, Strength of concrete filled steel box columns incorporating interaction buckling, J. Struct. Eng. 129 (2003) 626–639 [CrossRef] [Google Scholar]
  7. J. Zeghiche, Concrete filled steel tubes, Ph.D. thesis, University of Annaba, 2005 [Google Scholar]
  8. Z. Bassam, S.G. Emhaidy, Enhancing filled-tube properties by using fiber polymers in filling matrix, J. Appl. Sci. 5 (2005) 232–235 [CrossRef] [Google Scholar]
  9. You-Fu Yang, Lin-Hai Han, Experimental behaviour of recycled aggregate concrete filled steel tubular columns, J. Construct. Steel Res. Article in press (2006) [Google Scholar]
  10. V.K.R. Kodur, Performance of high strength concrete-filled steel columns exposed to fire, Can. J. Civ. Eng. 25 (1998) 975–981 [CrossRef] [Google Scholar]
  11. H.T. Hu, C.H. Huang, M.H. Wu, Y.M. Wu, Nonlinear analysis of axially loaded concrete-filled tube columns with confinement effect, J. Struct. Eng. 129 (2003) 1322–1329 [Google Scholar]
  12. A. Roufegarinejad, B. Uy, M.A. Bradford, Behaviour and design of concrete filled steel columns utilizing stainless steel cross sections under combined actions, In: Proceedings of the 18th Australasian conference on the mechanics of structures and materials, 2004, pp. 159–165 [Google Scholar]
  13. E. Ellobody, B. Young, D. Lam, Behaviour of normal and high strength concrete-filled compact steel tube circular stub columns, J. Construct. Steel Res. (2005) (in press) [Google Scholar]
  14. ABAQUS Standard User’s Manual, Version 6.4. Hibbitt, Karlsson and Sorensen, Inc., USA, 2004, Vol. 1–3 [Google Scholar]
  15. Eurocode 4, Design of composite steel and concrete structures, part1.1: General rules and rules for buildings [Google Scholar]
  16. D. Beggas, Experimental squash load of concrete-filled thin welded cold formed steel stubs with different welding fillets location, Ph.D. thesis, University Badji Mokhtar, Annaba, 2009 [Google Scholar]
  17. J. Zeghiche, Dr. H. Shakir-Khalil, Experimental behaviour of concrete-filled rolled rectangular hollow section columns, J. Instit. Struct. Eng. 346–353 [Google Scholar]
  18. N. Ferhoune, J. Zeghiche, Experimental behaviour of concrete-filled rectangular thin welded steel stubs (compression load case), C.R. Mecanique 340 (2011) 156–164 [CrossRef] [Google Scholar]
  19. ACI, Building code requirements for structural concrete and commentary, ACI 318-99, American Concrete Institute, Detroit, USA, 1999 [Google Scholar]
  20. J.B. Mander, M.J.N. Priestley, R. Park, Theoretical stress–strain model for confined concrete, J. Struct. Eng. 114 (1988) 1804–1826 [Google Scholar]
  21. F.E. Richart, A. Brandzaeg, R.L. Brown, A study of the failure of concrete under combined compressive stresses. Bull. 185. Champaign, IL, USA: University of Illinois Engineering Experimental Station, 1928 [Google Scholar]
  22. L.P. Saenz, Discussion of Equation for the stress-strain curve of concrete by P. Desayi, and S.J. Krishnan, Am. Concrete Inst. 61 (1964) 1229–1235 [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.