Guidelines for fire resistance design of high-strength concrete columns

Journal of Fire Protection Engineering

Volumn 15, Issue 2, 2005, Pages 93-106

  Kodur, Venkatesh K R ^a  

^a NATIONAL RESEARCH COUNCIL CANADA   (Canada)

Author keywords

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

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE CONSTRUCTION; REINFORCED CONCRETE; SPALLING; STRENGTH OF MATERIALS; STRUCTURAL DESIGN;

DESIGN GUIDELINES; FIRE RESISTANCE DESIGN; HIGH STRENGTH CONCRETE COLUMNS;

FIRE RESISTANCE;

EID: 19644378279     PISSN: 10423915     EISSN: None     Source Type: Journal    
DOI: 10.1177/1042391505047740     Document Type: Review

References (19)

1. Phan, L.T., "Fire Performance of High-Strength Concrete: A Report of the State-of-the-Art," National Institute of Standards and Technology, Gaithersburg, MD, 1996, p. 105.
2. Diederichs, U., Jumppanen, U.M. and Schneider, U., "High Temperature Properties and Spalling Behaviour of HSC," Proceedings of 4th Weimar Workshop on HPC, HAB Weimar, Germany, 1995, pp. 219-235.
3. Kodur, V.R. and Sultan, M.A., "Structural Behaviour of High Strength Concrete Columns Exposed to Fire," Proceedings: International Symposium on High Performance and Reactive Powder Concrete, Sherbrooke, Quebec, 1998, Vol. 4, pp. 217-232.
4. Danielsen, Ulf., "Marine Concrete Structures Exposed to Hydrocarbon Fires," Report, SINTEF - The Norwegian Fire Research Institute, 1997, pp. 56-76.
5. Bilodeau, A., Malhotra, V.M. and Hoff, G.C., "Hydrocarbon Fire Resistance of High Strength Normal Weight and Light Weight Concrete Incorporating Polypropylene Fibres," International Symposium on High Performance and Reactive Powder Concrete, Sherbrooke, QC, 1998, pp. 271-296,
6. Hertz, K.D., "Limits of Spalling of Fire-Exposed Concrete," Fire Safety Journal, 2003, Vol. 38, pp. 103-116.
7. National Research Council of Canada, National Building Code of Canada, Ottawa, ON, 1995.
8. ACI Committee 318, Building Code Requirements for Reinforced Concrete (ACI 318-95), American Concrete Institute, Detroit, 1995.
9. Canadian Standards Association, Code for the Design of Concrete Structures for Buildings. CAN3-A23.3-M94, Rexdale, ON, 1994.
10. ACI Committee 216, Standard Method for Determining Fire Resistance of Concrete and Masonry Construction Assemblies, American Concrete Institute, Detroit, 1997.
11. Kodur, V.K.R., "Spalling in HSC Exposed to Fire: Concerns, Causes, Critical parameters and Cures," Proceedings, ASCE Structures Congress, Philadelphia, PA, 2000.
12. Kodur, V.K.R. and McGrath, R., "Performance of High Strength Concrete Columns Under Severe Fire Conditions," Proceedings Third International Conference on Concrete Under Severe Conditions, Vancouver, BC, Canada, 2001, pp. 254-268.
13. Kodur, V.K.R., Cheng, F.P. and Wang, T.C., "Effect of Strength and Fiber Reinforcement on the Fire Resistance of High Strength Concrete Columns," ASCE Journal of Structural Engineering, 2003, Vol. 129, No. 2, pp. 253-259.
14. Ali, F.A., Nadjai, A., Glackin, P. and Silcock, G., "Structural Performance of High Strength Concrete Columns in Fire," Proceedings of the Seventh International Association of Fire Safety Science Symposium, Worcester, MA, USA, 2002, pp. 1001-1012.
15. American Society for Testing and Materials, Standard Methods of Fire Endurance Tests of Building Construction and Materials, ASTM E119-00, Philadelphia, PA, 2000.
16. Kodur, V.R. and McGrath, R.C., "Fire Endurance of High Strength Concrete Columns," Fire Technology - Special Issue, 2003, Vol. 39, No. 1.
17. Kodur, V.R., Wang, T.C., Cheng, F.P. and Sultan, M.A., "A Model for Evaluating the Fire Resistance of High Performance Concrete Columns," Proceedings of the Seventh International Association of Fire Safety Science Symposium, Worcester, MA, USA, 2002, pp. 1013-10124.
18. Kodur, V.R., Wang, T.C. and Cheng, F.P., "Predicting the Fire Resistance Behaviour of High Strength Concrete Columns," Cement and Concrete Composites Journal, 2004, Vol. 26, pp. 141-153.
19. Kodur, V.R., "Fibre-Reinforced Concrete for Enhancing the Structural Fire Resistance of Columns," Fibre-Structural Applications of Fibre-Reinforced Concrete, ACI SP-182, 1999, pp. 215-234.