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Table 2 Values of parameter A.

From: Coupled Effect of Temperature and Strain Rate on Mechanical Properties of Steel Fiber-Reinforced Concrete

 

\(V_{f} = 0\%\)

\(V_{f} = 0.75\%\)

\(V_{f} = 1.5\%\)

\(V_{f} = 4.5\%\)

20 °C

45

45

45

45

200 °C

− 9.9

9.7

16.8

15.9

400 °C

− 103.4

− 34.7

− 4.3

3.3