Axial loading tests on short and long hollow structural steel columns retrofitted using carbon fibre reinforced polymers

Canadian Journal of Civil Engineering

Volumn 33, Issue 4, 2006, Pages 458-470

  Shaat, Amr ^a   Fam, Amir ^a  

^a QUEEN S UNIVERSITY   (Canada)

Author keywords

Buckling; Carbon; Column; FRP; HSS; Retrofit; Steel; Stiffness; Strength

Indexed keywords

BUCKLING; CARBON FIBER REINFORCED PLASTICS; SHEET METAL; STEEL STRUCTURES; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

CARBON FIBRE REINFORCED POLYMERS; HOLLOW STRUCTURAL SECTION; HOLLOW STRUCTURAL STEEL COLUMNS;

COLUMNS (STRUCTURAL);

BUCKLING; CARBON FIBER REINFORCED PLASTICS; COLUMNS (STRUCTURAL); SHEET METAL; STEEL STRUCTURES; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

COLUMN; LOADING TEST; POLYMER; STEEL STRUCTURE;

EID: 33747042174     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/L05-042     Document Type: Article

References (13)

1. Bjorhovde, R., and Birkemoe, P.C. 1979. Limit states design of HSS columns. Canadian Journal of Civil Engineering, 6: 276-291.
2. CSA. 1998. General requirements for rolled or welded structural quality steel/structural quality steel. Standard CAN/CSA G40.20/G40.21-98. Canadian Standards Association, Toronto, Ont.
3. CSA. 2001. Limit states design of steel structures. Standard CAN/CSA S16-01. Canadian Standards Association, Mississauga, Ont.
4. Dawe, J.L., Elgabry, A.A., and Grondin, G.Y. 1985. Local buckling of hollow structural sections. ASCE Journal of Structural Engineering, 111(5): 1101-1112.
5. Edberg, W., Mertz, D., and Gillespie, J.W., Jr. 1996. Rehabilitation of steel beams using composite materials. In Materials for the New Millennium, Proceedings of the 4th Materials Engineering Conference, Washington, D.C., 10-14 November 1996. Edited by K.P. Chong. American Society of Civil Engineers, New York, N.Y. pp. 502-508.
6. Gillespie, J.W., Mertz, D.R., Kasai, K., Edberg, W.M., Demitz, J.R., and Hodgson, I. 1996. Rehabilitation of steel bridge girders: large scale testing. In Proceedings of the American Society for Composites 11th Technical Conference on Composite Materials, Atlanta, Ga., 7-9 October 1996. Edited by W.S. Johnson. Technomic Pub. Co., Lancaster, Pa. pp. 231-240.
7. Karbhari, V.M., and Shulley, S.B. 1995. Use of composites for rehabilitation of steel structures - determination of bond durability. ASCE Journal of Materials in Civil Engineering, 7(4): 239-245.
8. Kennedy, G. 1998. Repair of cracked steel elements using composite fibre patching. M.Sc. thesis, University of Alberta, Edmonton, Alta.
9. Key, P.W., Hasan, S.W., and Hancock, G.J. 1988. Column behavior of cold-formed hollow sections. ASCE Journal of Structural Engineering, 114(2): 390-407.
10. Kulak, G.L., and Grondin, G.Y. 2002. Limit states design in structural steel. 7th ed. Canadian Institute of Steel Construction, Alliston, Ont.
11. Shaat, A., Schnerch, D., Fam, A., and Rizkalla, S. 2004. Retrofit of steel structures using fiber-reinforced polymers (FRP): state-of-the-art. Presented at the 83rd Annual Meeting of the Transportation Research Board, Washington, D.C., 11-15 January 2004. CD-ROM, Paper No. 04-4063.
12. Tavakkolizadeh, M., and Saadatmanesh, H. 2001. Repair of cracked steel girders using CFRP sheets. In Creative Systems in Structural and Construction Engineering: Proceedings of ISEC-01, Creation of Systems for Future Technologies, 1st International Conference on Structural Engineering and Construction, Honolulu, Hawaii, 24-26 January 2001. Edited by A. Singh. A.A. Balkema, Rotterdam, The Netherlands. pp. 461-466.
13. West, T. 2001. Enhancement to the bond between advanced composite materials and steel for bridge rehabilitation. M.S.C.E. thesis, University of Delaware, Newark, Del.