332
10 Residual Axial Capacity of UHPCC-FST Column Under …
Fig. 10.9 Test results of
intact columns a axial
compressive load vs axial
displacement b axial
compressive load vs lateral
displacement, reprinted from
Wang et al. (2020a, b),
copyright 2020, with
permission from Elsevier
0
1 0
2 0
3 0
4 0
0
1000
2000
3000
4000
5000
Axial load (kN)
Axial displacement (mm)
I-8
I-9
(a)
0
1 0
2 0
3 0
4 0
5 0
6 0
0
1000
2000
3000
4000
5000
Axial load (kN)
Lateral displacement (mm)
I-8
I-9
(b)
Table 10.3 Axial capacity of
UHPCC-FST column (kN)
Test result
AISC
EUROCODE-4
GB50936
4650.5
4231.1
4660
5877.3
10.5.2.2 Post-Blast Columns (C-1, C-2)
In this section, the blast-damaged UHPCC-FST columns are examined for their
residual axial capacity, and the corresponding test set-up and instrumentation are
identical with those for the intact columns. It should be noted that, the lateral deflection of the column at the mid-height was not measured considering that the potential