A probabilistic method of testing for the assessment of deterioration and explosive spalling of high strength concrete beams in flexure at high temperature

Cement and Concrete Composites

Volumn 26, Issue 2, 2004, Pages 155-162

  Sullivan, Patrick J E ^a  

^a NONE   (United Kingdom)

Author keywords

Concrete beams; Deterioration; Explosive spalling

Indexed keywords

FIRE RESISTANCE; HIGH TEMPERATURE EFFECTS; SPALLING; STATISTICAL METHODS;

EXPLOSIVE SPALLING; HIGH STRENGTH CONCRETE;

CONCRETE BEAMS AND GIRDERS;

EID: 0344740905     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0958-9465(03)00088-X     Document Type: Article

References (18)

1. Clayton N., Lennon T. High-grade concrete columns in fires. Concr. J. March 2000;51.
2. Clayton N, Lennon T. Effect of polypropylene fibres on performance in fire of high grade concrete. Building Research Establishment (BRE) report. Watford UK: CRC. 29p.
3. Hoff GC, Wolum R, Elimov R, Woodhead HK. Production of high strength concrete for the Hibernia offshore concrete platform. ACI Special Publication SP 149; 1994. p. 37-45.
4. Sullivan PJE & Zaman AAA. Explosive spalling of concrete exposed to high temperature. In: Proceedings of International Conference on Structural Mechanics in Reactor Technology, Berlin, 4H; 1971. p. 105-18.
5. Sullivan P.J.E. The effect of temperature on concrete. Lydon F.D. Developments in concrete technology. 1979;1-50 Applied Science Publisher, Barking.
6. Connolly RJ. The spalling of concrete in fires. PhD Thesis. University of Aston; April 1995, p. 280.
7. Ali F.A., Connolly R.J., Sullivan P.J.E. Spalling of high strength concrete at elevated temperature. Appl. Fire Sci. 6(1):1996-7;3-14.
8. Sullivan PJE. Deterioration of high strength concrete due to fire. In: Proceedings of the International Conference on Life Prediction and Aging Management of Concrete Structures, Bratislava; July 1999. p. 30-44.
9. Sullivan PJE. Deterioration and explosive spalling of high strength concrete at elevated temperature. In: RILEM International Workshop Aging of Concrete Structures, Cannes, France; October 2000. p. 1-12.
10. Davies O.L., Hay W.A. The construction and uses of fractional designs in industrial research. Biometrics. 6(3):1950;233-249.
11. Davies O.L. The design and analysis of industrial experiments. 1954;Oliver and Boyd, Hafner Publication, New York. p. 636.
12. Connor WS, Young S. Fractional factorial designs for experiments with factors at 2 and 3 levels. National Bureau of Standards, Appl Math Ser 58, USA; 1961.
13. Kempthorne P. Design and analysis of experiments. 1967;Wiley, USA.
14. Taguchi G. Introduction to quality engineering. Asian productivity engineering, quality resources, White plains, New York; 1986. p. 191.
15. Sullivan PJE, Newman JB, McLeish A. The durability of concrete in marine applications - a fractional approach to experimentation. In: Proceedings of 2nd International Conference on Behaviour of Offshore Structures, London; 1979. p. 581-91.
16. Sullivan PJE Optimising the major factors of phosphogypsum for use as a building product. In: Proceedings Concrete for Environment Enhancement and Protection International Congress Concrete in the Service of Mankind, Dundee; June 96. p. 609-16.
17. Sullivan P.J.E., Thiruchelvam C. High strength plastic concrete at elevated temperature. J. Appl. Fire Sci. 9(2):1999-2000;113-123.
18. Tatnall P. Modern use of wet mix sprayed concrete for underground support. In: Proceedings of the Fourth International Symposium on Sprayed Concrete, Davos, Switzerland; September 2002. p. 320-28.