Abstract
In recent years, high strength concrete (HSC) has become an attractive alternative to traditional normal strength concrete (NSC). With the increased use of HSC, concern has developed regarding the behaviour of such concrete in fire. Studies are in progress at National Research Council of Canada for developing design guidelines for the use of HSC under fire conditions. The behaviour of HSC columns is illustrated by comparing the fire resistance performance of HSC columns with that of NSC columns. Results from experimental studies that were carried out to determine the thermal properties of HSC, with and without steel fibre-reinforcement, at elevated temperatures are also presented. The effect of temperature on thermal conductivity, thermal expansion, specific heat and mass loss of HSC is discussed. Test data indicate that the type of aggregate has significant influence on the thermal properties of HSC, while the presence of steel fibre-reinforcement has very little influence on the thermal properties of HSC.
Original language | English |
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Title of host publication | 4th CANMET/ACI/JCI Conference |
Subtitle of host publication | Advances in Concrete Technology |
Editors | V.M. Malhotra |
Publisher | American Concrete Institute |
Pages | 467-480 |
Number of pages | 14 |
ISBN (Electronic) | 9780870316784 |
State | Published - 1 Jun 1998 |
Event | 4th CANMET/ACI/JCI Conference: Advances in Concrete Technology - Tokushima, Japan Duration: 1 Jun 1998 → 1 Jun 1998 |
Publication series
Name | American Concrete Institute, ACI Special Publication |
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Volume | SP179 |
ISSN (Print) | 0193-2527 |
Conference
Conference | 4th CANMET/ACI/JCI Conference: Advances in Concrete Technology |
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Country/Territory | Japan |
City | Tokushima |
Period | 1/06/98 → 1/06/98 |
Bibliographical note
Publisher Copyright:© 1998 American Concrete Institute. All rights reserved.
Keywords
- Colurims (supports)
- Fibers
- Fire resistance
- High-strength concrete
- Reinforced concrete
- Steels
- Thermal properties