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 ...
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To examine the limits of the thickness of the insulation, this section uses thicker<br />
insulation. The insulation type is Fendolite, as used in Section 5.2. This insulation<br />
is considered heavy <strong>and</strong> has thermal properties as below:<br />
Properties of spray on protection: Fendolite by Firepro Safety Ltd<br />
Specific heat, c i = 1100 J/kg K<br />
Thermal conductivity, k i = 0.19 W/m K<br />
Density, ρ i = 775 kg/m 3<br />
Thickness, d i = 0.02 m<br />
5.5.1 Results from a Simulation in the SAFIR programme:<br />
1000<br />
Temperature ( o C)<br />
800<br />
600<br />
400<br />
200<br />
Spreadsheet<br />
SAFIR results<br />
0<br />
0 50 100 150 200<br />
Time (min)<br />
min ave max Spreadsheet<br />
Figure 5.9: Maximum, average <strong>and</strong> minimum temperatures found from a SAFIR simulation of a<br />
530 UB 82.0 beam exposed to the ISO 834 fire on 4 sides, with 40 mm heavy protection<br />
Figure 5.9 above shows the variation of temperature across the cross section of the<br />
steel section with time. The temperature of the steel is almost constant across the<br />
cross section of the beam during the fire test. Comparing the difference between<br />
the maximum <strong>and</strong> minimum temperatures found in SAFIR with thick protection<br />
from Figure 5.9 with those with thinner protection from Figure 5.1 highlights how<br />
the thicker protection slows down the heating of the steel. The temperature of the<br />
steel reaches 500 °C in around 60 minutes when 20 mm of protection is applied to<br />
the 530UB82.0 beam, but it requires around 100 minutes to reach this temperature<br />
when 40 mm of protection is added.<br />
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