In fireβexposed structures, unprotected steel members heat up until they reach a critical temperature (typically around 550β―Β°C) at which their loadβbearing capacity drops dramatically. The rate of temperature rise depends on the materialβs density (Ο), specific heat (c), and thermal conductivity (k), as well as the temperature difference between the fire environment and the ambient condition.
The heat transfer into a steel section can be approximated by oneβdimensional conduction, leading to an analytical expression for the time required for the steelβs surface temperature to climb from the initial temperature (T_i) to the critical temperature (T_c) under a constant fire temperature (T_f). This relationship is useful for preliminary fireβresistance assessments and for selecting protective measures.
The governing formula is derived from solving the transient heatβconduction equation with appropriate boundary conditions. It shows that the time to reach the critical temperature is proportional to the materialβs thermal mass (Οβ―c) and inversely proportional to its ability to conduct heat (k), modulated by a logarithmic term that captures the temperature ratios.
Ο = density of steel (kg/mΒ³)
c = specific heat capacity (J/kgΒ·K)
k = thermal conductivity (W/mΒ·K)
T_f = fire exposure temperature (Β°C)
T_i = initial ambient temperature (Β°C)
T_c = critical temperature of steel (Β°C)
What is the critical temperature for unprotected steel in a fire?
How does density affect the heat transfer into steel?
What factors determine the rate of temperature increase in steel?
Can you explain one-dimensional conduction in this context?
Why is it important to calculate the fire resistance of steel?
Results are for informational purposes only and do not constitute professional advice.
