258
8 Response of UHPCC-FST Subjected to Low-Velocity Impact
Fig. 8.17 Comparison of complete compressive stress–strain curves, reprinted from Wu et al.
(2019), copyright 2020, with permission from Elsevier
Fig. 8.18 η~λ relationship for UHPCC, reprinted from Wu et al. (2019), copyright 2020, with
permission from Elsevier
Y =
1.089X −0.986X
2
1−0.911X +0.014X 2 Ascending segment
0.152X
1−1.848X +X 2
Dscending segment
(8.22)