Effect of silica fume and lateral confinement on fire endurance of high strength concrete columns

Canadian Journal of Civil Engineering

Volumn 33, Issue 1, 2006, Pages 93-102

  Kodur, V K R ^a,b   McGrath, R ^c  

^a NATIONAL RESEARCH COUNCIL CANADA   (Canada)

^b Michigan State University   (United States)

^c Cement Association of Canada   (Canada)

Author keywords

Fire resistance; High strength concrete; Reinforced concrete columns; Spalling

Indexed keywords

FIRE RESISTANCE; SILICA; SPALLING; STRUCTURAL DESIGN;

HIGH STRENGTH CONCRETE COLUMNS; LATERAL CONFINEMENT; SILICA FUME; TIE SPACING;

COLUMNS (STRUCTURAL);

COLUMNS (STRUCTURAL); FIRE RESISTANCE; SILICA; SPALLING; STRUCTURAL DESIGN;

COLUMN; CONCRETE STRUCTURE; FIRE BEHAVIOR; REINFORCED CONCRETE; SPALLING;

EID: 33645938935     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l05-089     Document Type: Article

References (20)

1. ASTM. 2001. Standard methods of fire test of building construction and materials. Test method E119-01, American Society for Testing and Materials, West Conshohocken, Pa.
2. CAC. 1994. Strength design of reinforced concrete column sections, PCACOL. Cement Association of Canada, Ottawa, Ont.
3. CSA. 1994. Code for the design of concrete structures for buildings. Standard CAN3-A23.3-M94, Canadian Standards Association, Rexdale, Ont.
4. Diederichs, U., Jumppanen, U.M., and Schneider, U. 1995. High temperature properties and spalling behaviour of high strength concrete. In Proceedings of the 4th Weimar Workshop on High Performance Concrete: Material Properties and Design, HAB Weimar, Germany, 4-5 October 1995. Edited by F.H. Wittmann and P. Schwesinger. Aedificatio, Freiburg, Germany. pp. 219-235.
5. Hertz, K.D. 2003. Limits of spalling of fire-exposed concrete. Fire Safety Journal, 38: 103-116.
6. Kodur, V.K.R. 2000. Spalling in high strength concrete exposed to fire - concerns, causes, critical parameters and cures. In Advanced Technology in Structural Engineering: Proceedings of the 2000 Structures Congress and Exposition, Philadelphia, Pennsylvania, 8-10 May 2000. Edited by M. Elgaaly. CD ROM. American Society of Civil Engineers, Reston, Va.
7. Kodur, V.R., and McGrath, R.C. 2003. Fire endurance of high strength concrete columns. Fire Technology, 39(1): pp. 73-87.
8. Kodur, V.K.R., and Sultan, M.A. 1998. Behaviour of high-strength concrete columns exposed to fire. Proceedings, Concrete Canada International Symposium on High-Performance and Reactive Powder Concretes, Sherbrooke, Quebec, 16-20 August 1998. Vol. 4. Edited by P.-C. Aïtcin and Y. Delagrave. University of Sherbrooke, Sherbrooke, Qué. pp. 217-232.
9. Kodur, V.K.R., Cheng, F.P., and Wang, T.C. 2003. Effect of strength and fiber reinforcement on the fire resistance of high strength concrete columns. ASCE Journal of Structural Engineering, 129(2): 253-259.
10. Kodur, V.K.R., McGrath, R., Leroux, P., and Latour, J.C. 2004a. Fire endurance studies on high-strength concrete columns. Institute for Research in Construction (IRC), National Research Council of Canada, Ottawa, Ont. Research Report No. 197.
11. Kodur, V.R., Wang, T.C., and Cheng, F.P. 2004b. Predicting the fire resistance behaviour of high strength concrete columns. Cement and Concrete Composites Journal, 26: 141-153.
12. Lie, T.T. 1980. New facility to determine fire resistance of columns. Canadian Journal of Civil Engineering, 7(3): 551-558.
13. Lie, T.T. (Editor). 1993. Structural fire protection: manual of practice. ASCE Manual and Reports on Engineering Practice, No. 78. American Society of Civil Engineers, New York, N.Y.
14. Lie, T.T., and Celikkol, B. 1991. Method to calculate the fire resistance of circular reinforced concrete columns. ACI Materials Journal, 88(1): 84-91.
15. Lie, T.T., and Woollerton, J.L. 1988. Fire resistance of reinforced concrete columns: test results. Institute for Research in Construction (IRC), National Research Council of Canada, Ottawa, Ont. Internal Report (IR) No. 569.
16. McGrath, R., and Kodur, V.K.R. 2000. Research on the fire resistance of high strength concrete columns. Proceedings of the CSCE 3rd Structural Specialty Conference, London, Ont., 7-10 June 2000. Canadian Society for Civil Engineering, Montreal, Que. pp. 269-274.
17. NBCC. 1995. National building code of Canada. National Research Council of Canada, Ottawa, Ont.
18. 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.
19. Phan, L.T., and Carino, H.J. 2002. Effects of test conditions and mixture proportions on behavior of high-strength concrete exposed to high temperatures. ACI Materials Journal, 99(1): 54-66.
20. ULC. 2004. Standard methods of fire endurance tests of building construction and materials. Standard CAN/ULC-S101-M89, Underwriters' Laboratories of Canada, Scarborough, Ont.