03.10.2014 Views

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 ...

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Figure 4.2 shows the variation of temperature between the different points on the<br />

cross section of the beam. The maximum <strong>and</strong> minimum temperatures shown in the<br />

graph are the maximum <strong>and</strong> minimum temperatures of an element at each time<br />

step over the time period examined here. The element in which the maximum or<br />

minimum temperature is found is not necessarily the same throughout the entire<br />

time period of the graph. During the later stages of the simulation, however, the<br />

same element in the cross section has the maximum <strong>and</strong> minimum temperatures.<br />

The average temperature on the curve is simply an average of all elements at each<br />

time step. No consideration due to the size or position of the element on the cross<br />

section has be made. In the later stages of the test this is especially acceptable<br />

because these temperatures of all the elements merge to within a small temperature<br />

range, <strong>and</strong> the later temperatures are more vital when considering the structural<br />

behaviour of the beam.<br />

In each of the SAFIR curves there is a small plateau region in the temperature of<br />

the steel, when the beam has been subjected to the fire for around 20 minutes.<br />

This reduction in the rate of temperature rise is due to the increase in specific heat<br />

of steel, which occurs when the temperature of steel is between 650 °C <strong>and</strong> 800<br />

°C. The same behaviour <strong>and</strong> similarities are present in all three sizes of beams<br />

tested.<br />

The specific heat changing has an impact on the rate of temperature increase<br />

because it governs the amount of energy that is required to be absorbed by the steel<br />

for its temperature to be raised. The value of the specific heat of steel changes<br />

from being between 600 – 800 J/kg K at temperatures below 650 °C, to a<br />

maximum of 5000 J/kg K when the steel reaches a temperature of 735 °C as shown<br />

in Figure 1.1. This variation in magnitude of about 8 causes the significant<br />

flattening of the curves.<br />

The maximum, minimum <strong>and</strong> average temperatures of elements in the SAFIR tests<br />

are shown in Figure 4.2. The maximum difference between the maximum <strong>and</strong><br />

minimum temperatures is 49 °C, which occurs 5 minutes after the start of the<br />

simulation when the temperature range is 353 to 402 °C, <strong>and</strong> the average<br />

55

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!