Comparative Study on the Axial Compression and Bearing Capacity of Reactive Powder Concrete-Filled Circular Steel Tube

Table 3

Effect of the ultimate bearing capacity according to the loading pattern.

Sample no.	Loading pattern			(%)
A-4.1	A	0.621	1817	99
A-4.2	A	0.621	1814
B-4.1	B	0.621	1837
B-4.2	B	0.621	1843
A-6-1	A	0.808	2039	106
A-6-2	A	0.808	2128
-6-1	B	0.808	1966
B-6-2	B	0.808	1978
A-8-1	A	1.162	2550	103
A-8-2	A	1.162	2552
B-8-1	B	1.162	2430
B-8-2	B	1.162	2512
A-12-1	A	2.312	3374	104
A-12-2	A	2.312	3396
B-12-1	B	2.312	3260
B-12-2	B	2.312	3262