From: Prediction of the Tensile Strength of Normal and Steel Fiber Reinforced Concrete Exposed to High Temperatures
Vf [%]
T (°C)
28
100
200
300
350
400
450
500
650
800
0.25
∆[%]
− 0.07
2.04
− 14.44
5.92
4.21
21.74
1.98
4.19
− 5.05
9.67
0.5
11.14
10.35
13.41
4.37
1.27
20.36
3.09
20.14
2.46
23.05