Performance of high strength concrete-filled steel columns exposed to fire

Canadian Journal of Civil Engineering

Volumn 25, Issue 6, 1998, Pages 975-981

  Kodur, V K R ^a  

^a NATIONAL RESEARCH COUNCIL CANADA   (Canada)

Author keywords

Concrete filled steel columns; Fire resistance design; High strength concrete; High temperature behaviour; Steel columns

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE REINFORCEMENTS; FIBER REINFORCED MATERIALS; FIRE RESISTANCE; HIGH TEMPERATURE PROPERTIES; STEEL STRUCTURES;

HOLLOW STRUCTURAL SECTIONS (HSS);

CIVIL ENGINEERING;

STRUCTURAL COMPONENT;

EID: 0032311508     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l98-023     Document Type: Article

References (15)

1. ASTM. 1990. Standard methods of fire tests on building construction and materials. Standard ASTM 1:119-88, American Society for Testing and Materials, Philadelphia, Pa.
2. Chabot, M., and Lie, T.T. 1992. Experimental studies on the fire resistance of hollow steel columns filled with bar-reinforced concrete. Institute for Research in Construction, National Research Council of Canada, Ottawa, Ont., IRC Internal Report No. 628.
3. CSA. 1989. Limit states design of steel structures. Standard CAN/CSA-S16.1-M89. Canadian Standards Association, Rexdale, Ont.
4. Kodur, V.K.R. 1998. Design equations for evaluating fire resistance of SFRC-filled steel columns. ASCE Journal of Structural Engineering, 124(6): 671-677.
5. Kodur, V.K.R., and Lie, T.T. 1995a. Fire performance of concrete-filled hollow steel columns. Journal of Fire Protection Engineering, 7(3): 89-98.
6. Kodur, V.K.R., and Lie, T.T. 1995b. Experimental studies on the fire resistance of circular hollow steel columns filled with steel-fibre-reinforced concrete. Institute for Research in Construction, National Research Council, Ottawa, Ont., IRC Internal Report No. 691.
7. Kodur, V.K.R., and Lie, T.T. 1996. Fire resistance of circular steel columns filled with fibre-reinforced concrete. ASCE Journal of Structural Engineering, 122(7): 776-782.
8. Lie, T.T. 1980. New facility to determine fire resistance of columns. Canadian Journal of Civil Engineering, 7(3): 551-558.
9. Lie, T.T. 1994. Fire resistance of circular steel columns filled with bar-reinforced concrete. ASCE Journal of Structural Engineering, 120(5): 1489-1509.
10. Lie, T.T., and Chabot, M. 1992. Experimental studies on the fire resistance of hollow steel columns filled with plain concrete. Institute for Research in Construction, National Research Council of Canada, Ottawa, Ont., IRC Internal Report No. 611.
11. Lie, T.T., and Kodur, V.K.R. 1996a. Fire resistance of steel columns filled with bar-reinforced concrete. ASCE Journal of Structural Engineering, 121(1): 30-36.
12. Lie, T.T., and Kodur, V.K.R. 1996b. Thermal and mechanical properties of steel-fibre-reinforced concrete at elevated temperatures. Canadian Journal of Civil Engineering, 23(2): 511-517.
13. Phan, L.T. 1996. Fire performance of high-strength concrete: a report of the state-of-the-art. National Institute of Standards and Technology, Gaithersburg, Md.
14. Prion, H.G.L., and Baraka, M. 1994. Thin-walled tubes filled with high strength concrete. Canadian Journal of Civil Engineering, 21(1): 207-218.
15. ULC. 1989. Standard methods of fire endurance tests of building construction and materials. Standard CAN/ULC-S101-M89, Underwriters' Laboratories of Canada, Scarborough, Ont.