Influence of Cross-Sectional Shape on the Mechanical Properties of Concrete Canvas and CFRP-Reinforced Columns

Table 6

Peak load and stress of each group of specimens.

Specimen	CC layer	(kN)		(MPa)
S-0-0	0	800.36	1.00	34.69	1.00	2 130	1.00	1.12	1.00	1.00
O-0-0		728.57	0.93	32.38	1.00	2 200	1.00	1.41	1.00	1.17
C-0-0		802.32	1.03	35.66	1.00	2 280	1.00	1.65	1.00	1.31
E-0-0		740.36	0.95	32.90	1.00	2 170	1.00	1.30	1.00	1.13
S-0-1	0	920.00	1.00	40.89	1.18	4 250	2.00	2.5	2.23	1.00
O-0-1		976.86	1.06	43.42	1.34	5 325	2.42	3.2	2.26	1.28
C-0-1		1 091.16	1.19	48.50	1.36	5 945	2.61	4.0	2.42	1.60
E-0-1		962.00	1.05	42.76	1.30	4 638	2.14	3.0	2.30	1.20
S-1-1	1	984.40	1.00	43.75	1.26	5 830	2.74	3.7	3.30	1.00
O-1-1		1 094.08	1.11	48.63	1.50	7 055	3.21	4.3	3.04	1.16
C-1-1		1 178.45	1.20	52.38	1.47	7 745	3.40	4.7	2.85	1.27
E-1-1		1 010.00	1.03	44.89	1.36	6 258	2.88	3.8	2.92	1.03
S-2-1	2	1 004.09	1.00	44.62	1.29	6 436	3.02	3.9	3.48	1.00
O-2-1		1 128.00	1.12	50.13	1.55	7 481	3.40	4.5	3.18	1.15
C-2-1		1 204.38	1.20	53.53	1.50	7 961	3.50	4.9	2.96	1.26
E-2-1		1 028.18	1.02	45.70	1.39	6 782	3.13	4.0	3.08	1.05