FIRE DESIGN OF STEEL MEMBERS - Civil and Natural Resources ...
FIRE DESIGN OF STEEL MEMBERS - Civil and Natural Resources ...
FIRE DESIGN OF STEEL MEMBERS - Civil and Natural Resources ...
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
Figure 5.3 a-c show the results from four sided exposure to the st<strong>and</strong>ard ISO 834<br />
fire, for 66 minutes. The graphs show a very close correlation between the<br />
temperatures predicted by the spreadsheet <strong>and</strong> the average temperatures found<br />
from the SAFIR simulation. The spreadsheet gives slightly higher temperatures<br />
than SAFIR at lower temperatures of the test, but the difference between the<br />
average SAFIR temperature <strong>and</strong> the spreadsheet temperature increases as the beam<br />
gets hotter, with the spreadsheet temperatures exceeding those determined from<br />
SAFIR.<br />
This is again due to the thermal properties of steel remaining constant with the<br />
spreadsheet method, but varying with SAFIR. The curves tend to separate more as<br />
the temperature increases, <strong>and</strong> the spread increases greatly at around 650 °C to 700<br />
°C as this is where the thermal properties of SAFIR deviate most from the constant<br />
value of 600 J/kg K that is used in the spreadsheet.<br />
The deviation from the spreadsheet is more pronounced with protected steel than<br />
from the unprotected members considered in Section 4 due to the rate of heating<br />
that the beam experiences. Since the rate of heating is much slower due to the<br />
protection applied to the beam, the time period that the temperature of the steel<br />
remains at around 650 °C to 700 °C is longer than when no protection is added.<br />
Therefore overall the difference in temperature between the results from the<br />
SAFIR programme <strong>and</strong> from the spreadsheet method from keeping the properties<br />
constant in the spreadsheet is more marked for protected steel than for unprotected<br />
steel.<br />
The properties of this insulation are such that the equation used in the spreadsheet<br />
formula accounts for the heat absorbed by the insulation. If a lighter insulation<br />
was used, the equation could be simplified by assuming the heat absorbed by the<br />
insulation is negligible as described later in Section 5.3.<br />
The heavier beams appear to have better agreement between the results from<br />
SAFIR <strong>and</strong> the spreadsheet method than the light 180 UB 16.1 beam. This is<br />
because in the time scale used in SAFIR for the comparisons, the heavier <strong>and</strong><br />
87