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Table 8 Percent errors of the predicted tenisle strength by Eq. 11.

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