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. Author manuscript; available in PMC: 2018 Jan 1.
Published in final edited form as: Fire Technol. 2016 Feb 19;53(1):375–400. doi: 10.1007/s10694-016-0568-4

Table 6.

Values of the parameters in the NIST stress-strain model for structural, fire-resistive (FR), quenched-and-tempered plate (Q&T), and bolt steels

Parameter Structural FR Q&T Bolt Units
r1 7.514 9.782 10.143 4.697
r2 1.000 1.000 1.000 1.000
r3 588 625 589 456 °C
r4 676 1334 837 2040 °C
r5 0.090 0 0 0
k1 7.820 9.832 9.753
k2 540 616 809 °C
k3 1006 5651 959 MPa
k4 0.759 15.339 0.766
n 0.503 0.446 0.344
m0 0.0108
m1 7.308
m2 613 °C
m3 0.126
ε0 8.333×10−5 s−1
E0 206.0 GPa
e1 3.768
e2 1.000
e3 639 °C
e4 1650 °C