From: Coupled Effect of Temperature and Strain Rate on Mechanical Properties of Steel Fiber-Reinforced Concrete
\(V_{f} = 0\%\)
\(V_{f} = 0.75\%\)
\(V_{f} = 1.5\%\)
\(V_{f} = 4.5\%\)
\(a\)
− 0.166
− 0.092
− 0.06
− 0.054
\(b\)
0.514
0.28
0.24
0.182