An overview of the research program, aimed at developing fire resistance design
guidelines for high-strength concrete (HSC) columns, is outlined. A comparison is
made of the fire resistance performance of an HSC column with that of a
normal-strength concrete (NSC) column. The various factors that influence the
structural behavior of HSC columns under fire conditions are discussed. Design
guidelines are presented for mitigating spalling and enhancing fire endurance of HSC columns.
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Gaithersburg, MD
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Germany, 1995, pp.
219-235
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3.
Kodur, V.R.
and
Sultan, M.A.
,
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to Fire,”Proceedings: International Symposium on High Performance and Reactive Powder
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4.
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5.
Bilodeau, A.
,
Malhotra, V.M.
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,
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Light Weight Concrete Incorporating Polypropylene Fibres,”International Symposium on High Performance and Reactive Powder
Concrete, Sherbrooke, QC, 1998, pp.
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6.
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7.
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8.
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CAN3-A23.3-M94,
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10.
ACI Committee 216
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Kodur, V.K.R.
,
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12.
Kodur, V.K.R.
and
McGrath, R.
,
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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.
,
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Symposium, Worcester, MA, USA,
2002, pp.
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15.
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16.
Kodur, V.R.
and
McGrath, R.C.
,
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17.
Kodur, V.R.
,
Wang, T.C.
,
Cheng, F.P.
and
Sultan, M.A.
,
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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.
,
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Concrete Columns,”Cement and Concrete Composites Journal, 2004, Vol.
26, pp.
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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.
