International Workshop on Fire Performance of High-Strength Concrete, NIST, Gaithersburg, MD, February 13-14, 1997.
International Workshop on Fire Performance of
High-Strength Concrete, NIST, Gaithersburg, MD, February
13-14, 1997.
(12319 K)
Phan, L. T.; Carino, N. J.; Duthinh, D.; Garboczi, E. J.
NIST SP 919; 174 p. September 1997.
International Workshop on Fire Performance of
High-Strength Concrete. Proceedings. February 13-14,
1997, Gaithersburg, MD, Phan, L. T.; Carino, N. J.;
Duthinh, D.; Garboczi, E., Editor(s)(s), 1997.
Available from:
National Technical Information Service
Order number: PB98-117468
Keywords:
concretes; fire performance; high strength concrete;
material tests; temperature; workshop
Abstract:
***EACH PAPER IS TREATED LIKE A SEPARATE DOCUMENT AND
MAY BE VIEWED AND/OR DOWNLOADED THAT WAY***
A workshop on the fire performance of high-strength
concrete (HSC) was sponsored by the Building and Fire
Research Laboratory (BFRL), National Institute of
Standards and Technology (NIST), on February 13-14, 1997
at NIST facilities in Gaithersburg, Maryland. The
organizing committee included Dr. George C. Hoff of
Mobil Technology Company, Mr. Michael P.Gillen of Dupont
Engineering, Dr. S.K. Ghosh of the Portland Cement
Association, and Drs. Nicholas J. Carino, H.S. Lew, and
Long T. Phan of NIST. The objective of the workshop was
to identify research areas to address issues concerning
the fire performance of HSC: namely, (1) the high rate
of compressive strength loss of HSC when exposed to high
temperature; (2) the high susceptibility of HSC to
explosive spalling; and (3) the current inadequacy of
code provisions for design of HSC structures exposed to
fire. The workshop participants included leading
researchers, representatives of trade organizations,
government regulators from nine different countries,
including Canada, Finland, France, Germany, Norway,
Sweden, Taiwan, United Kingdom, and the United States of
America.
Selected Papers
Concrete Fire Test Programs in Taiwan.
Lin, T. D.; Chou, S.
Fire Resistance and Residual Strength of HSC Exposed to Hydrocarbon Fire.
Jensen, J. J.; Hammer, T. A.; Hansen, P. A.
Spalling Phenomena of HPC and OC.
Anderberg, Y.
Studies on the Fire Resistance of High-Strength Concrete at the National Research Council of Canada.
Kodur, V. K. R.
Limitation of Current U.S. Standards and Challenges of Proposed Performance-Based Standards.
Milke, J. A.
Analytical Approach for Investigating the Causes of Spalling of High-Strength Concrete at Elevated Temperatures.
Ahmed, G. N.; Hurst, J. P.
Fire Test on Normal and High-Strength Reinforced Concrete Columns.
Aldea, C. M.; Franssen, J. M.; Dotreppe, J. C.
Measurement and Prediction of Pore Pressure in Cement Mortar Subjected to Elevated Temperature.
Consolazio, G. R.; McVay, M. C.; Rish, J. W., III
Mechanical Properties of Siliceous HSC Subjected to High-Temperature Cycles.
Felicetti, R.; Gambarova, P. G.
Analysis of Pore Pressure, Thermal Stress and Fracture in Rapidly Heated Concrete.
Bazant, Z. P.
