256
8 Response of UHPCC-FST Subjected to Low-Velocity Impact
Fig. 8.16 Equation of state, reprinted from Wu et al. (2019), copyright 2020, with permission from
Elsevier
Table 8.8 EOS input data in K&C model
i
μ i
K i (GPa)
p i (GPa)
Auto-generated
Calibrated
1
0
27
0.000
0.000
2
0.0017
27
0.047
0.028
3
0.0043
27.39
0.102
0.094
4
0.0101
28.76
0.164
0.310
5
0.0305
34.21
0.313
0.800
6
0.0513
39.69
0.470
1.522
7
0.0726
45.14
0.667
2.411
8
0.0943
49.28
1.025
3.470
9
0.1740
110.86
5.969
8.698
10
0.2080
135
9.118
11.568
g p =
3J 2 − ωγ
(8.16)
where ω = 0 refers to the non-associative flow rule (J 2 flow rule), while ω = 1 refers
to the full associative flow rule. The value of ω usually ranges from 0 to 1, and the
definition of plastic flow rule (Malvar and Simons 1996) is
8 Response of UHPCC-FST Subjected to Low-Velocity Impact
Fig. 8.16 Equation of state, reprinted from Wu et al. (2019), copyright 2020, with permission from
Elsevier
Table 8.8 EOS input data in K&C model
i
μ i
K i (GPa)
p i (GPa)
Auto-generated
Calibrated
1
0
27
0.000
0.000
2
0.0017
27
0.047
0.028
3
0.0043
27.39
0.102
0.094
4
0.0101
28.76
0.164
0.310
5
0.0305
34.21
0.313
0.800
6
0.0513
39.69
0.470
1.522
7
0.0726
45.14
0.667
2.411
8
0.0943
49.28
1.025
3.470
9
0.1740
110.86
5.969
8.698
10
0.2080
135
9.118
11.568
g p =
3J 2 − ωγ
(8.16)
where ω = 0 refers to the non-associative flow rule (J 2 flow rule), while ω = 1 refers
to the full associative flow rule. The value of ω usually ranges from 0 to 1, and the
definition of plastic flow rule (Malvar and Simons 1996) is