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International Journal of Concrete Structures and Materials

Table 3 Values of parameter \(B\).

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

0.193

0.193

0.193

0.193

200 °C

0.973

0.645

0.67

0.61

400 °C

2.13

1.24

1.04

0.81`

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