Journal of
Civil Engineering and Construction Technology

  • Abbreviation: J. Civ. Eng. Constr. Technol.
  • Language: English
  • ISSN: 2141-2634
  • DOI: 10.5897/JCECT
  • Start Year: 2010
  • Published Articles: 141

Full Length Research Paper

Fire resistance of reinforced concrete rigid beams

Mohammed Mansour Kadhum
  • Mohammed Mansour Kadhum
  • Civil Department, College of Engineering, Babylon University, Iraq.
  • Google Scholar


  •  Received: 01 April 2014
  •  Accepted: 04 August 2014
  •  Published: 31 August 2014

References

ACI 318-08 (2008). Building code requirements for reinforced concrete. American Concrete Institute, Detroit.
 
ACI Committee 211 (1997). Standard practice for selecting proportions for normal, heavyweight, and mass concrete (ACI211.1-91). American Concrete Institute, Michigan, U.S.A.
 
 
ACI Committee 216 R-89 (1994). Guide for determining the fire endurance of concrete elements. ACI Committee 216.
 
 
ASTM, Test Method E119-01 (2001). Standard methods of fire test of building construction and materials. American Society for Testing and Materials, West Conshohocken, PA.
 
 
Bazant ZP, Kaplan MF (1996). Concrete at high temperatures. Material Properties and Mathematical Models. Longman Group Ltd. BS-8110 part 2 (1997). Design curves of concrete strength with temperature.
 
 
Choi EG, Shin YS (2011). The structural behavior and simplified thermal analysis of normal-strength and high-strength concrete beams under fire. Eng. Struct. 33:1123-1132.
Crossref
 
 
Elghazouli AY, Cashell KA, Izzuddin BA (2009). Experimental evaluation of the mechanical properties of steel reinforcement at elevated temperature. Fire Safety J. 44(6):909-919.
Crossref
 
 
El-Hawary MM, Ragab AM, El-Azim AA, Elibiari S (1996). Effect of fire on flexural behavior of RC beams. Constr. Build. Mater. 10(2):147-150.
Crossref
 
 
El-Hawary, MM, Ragab A M, El-Azim AA, Elibiari, S (1997). Effect of fire on shear behavior of RC beams. J. Appl. Fire Sci. 65(2):281-287.
 
 
Gruz CR (1966). Elastic properties of concrete at high temperature. J. PCA Res. Dev. Lab. 8(1):37-45.
 
 
Hsu HJ, Lin CS (2006). Residual bearing capabilities of fire-exposed reinforced concrete beams. Int. J. Appl. Sci. Eng. Chaoyang University of Technology, ISSN 1727-239.
 
 
Hsu, JH, Lin CS, Hung CB (2006). Modeling the effective elastic modulus of RC beams exposed to fire. J. Marine Sci. Technol. 14: 2:1-7.
 
 
Huang ZH (2011). The behaviour of reinforced concrete slabs in fire. Fire Safety J. 45:271-282.
Crossref
 
 
Iraqi Organization of Standards, IOS 45 (1984a). Aggregate from natural sources for concrete and construction. Ministry of Planning Central Organization for Standardization and Quality Control.
 
 
Iraqi Organization of Standards, IOS 5 (1984b). Portland cement. Ministry of Planning, Central Organization for Standardization and Quality Control.
 
 
Kodaira A, Fujinaka H, Ohashi H, Nishimura T (2004). Fire resistance of composite beams composed of rolled steel profile concreted between flanges. Fire Sci. Technol. 23(3):192-208.
Crossref
 
 
Kodur VKR, Dwaikat MB (2008). Effect of fire induced spalling on the response of reinforced concrete beams. December, Int. J. Concrete Structures Mater. 2(2):71-81.
 
 
Kodur VRK, Bisby LA, Green MF, Chowdhury E (2005). Fire endurance experiments on FRP-strengthened reinforced concrete columns. National Research Council of Canada, Institute for Research in Construction, Res. Report No.185, March. 41pages.
 
 
Kong FK, Evans RH, Cohen E, Rall F (1983). Handbook of structural concrete. McGraw-Hill, New York.
 
 
Kowalski R, Krol P (2010). Experimental examination of residual load bearing capacity of RC beams heated up to high temperature. Structures in Fire-Proceedings of the Sixth International Conference, Michigan, June.
 
 
Lie TT, Celikkol B (1991). Method to calculate the fire resistance of circular reinforced concrete columns. ACI Materials J. pp. 84-91.
 
 
Lin TD (1985). Measured temperature in concrete beams exposed to ASTM E 119 standard fire. Research and Development Report. Portland Cement Association. Skokie.
 
 
Neville AM (1995). Properties of concrete. Longman Group, Ltd., 4th and Final Edition, P. 388.
 
 
Phani PDMS, Kumar V, Sharma UK, Bhargava P (2010). Moment curvature relationships for fire damaged reinforced concrete sections. Structures in Fire- Proceedings of the Sixth International Conference, Michigan, June.
 
 
Schneider U (1988). Concrete at high temperatures - A general review. Fire Safety J. 13(1):55-68.
Crossref
 
 
Shettey MS (1988). Concrete technology theory and practice. Third Edition, P. 361.
 
 
Smith EE, Harmathy TZ (1979). Design of building for fire safety. American Society for Testing and Materials, Philadelphia.
 
 
Uddin T, Culver CG (1975). Effect of elevated temperature on structure members. J. Structural Div. ASCE. 101:1531-1549.