Effect of temperature on thermal and mechanical properties of steel fibre reinforced concrete

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DOIResolve DOI: http://doi.org/10.4224/20375154
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TypeTechnical Report
Series titleInternal Report, Institute for Research in Construction, National Research Council Canada; Volume 695
Physical description15 p.
AbstractFor use in fire resistance calculations, the relevant thermal and mechanical properties of steel fibre-reinforced concrete were determined as a function of temperature. These properties included the thermal conductivity, specific heat, thermal expansion and mass loss, as well as the strength and deformation properties of steel fibre-reinforced siliceous and carbonate aggregate concrete. The thermal properties are presented in equations that express the values of these properties as a function of temperature in the temperature range 0-1000°C. The mechanical properties are given in the form of stress strain relationships for the concretes at elevated temperatures. The results indicate that the steel fibres have little influence on the thermal properties of the concretes. The influence on the mechanical properties, however, is relatively greater than the influence on the thermal properties and is expected to be beneficial to the fire resistance of structural elements constructed of fibre-reinforced concrete.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
NRC number5833
NPARC number20375154
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Record identifier691369f3-fa6a-4bf1-b15d-b559f531b289
Record created2012-07-23
Record modified2016-10-03
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