jeffatGE
Structural
- Oct 20, 2003
- 4
I am designing a slab on grade to be used as a fire-training slab. They will be burning hydrocarbon fuels for some of their fires--so the fires will be very hot, and produce a lot of heat very quickly.
The information I have found mainly deals with the one-time/rare fire that will hit your structure.
Does anyone have any thoughts on designing concrete that will be repeatedly undergo high-temp fires, while not spalling too much?
The information I have found mainly deals with the one-time/rare fire that will hit your structure.
Does anyone have any thoughts on designing concrete that will be repeatedly undergo high-temp fires, while not spalling too much?