Compression Behavior of Basalt Fiber-Reinforced Polymer Tube-Confined Coconut Fiber-Reinforced Concrete

Table 2

Test results of cylinders.

Specimens	(mm)	(MPa)	(%)	(MPa)	(%)	(%)	(MPa)
PC-A	—	15.93	0.21	15.93	0.21	—	—	—	—	—
CFRC-A	—	14.24	0.41	14.24	0.41	—	—	—	—	—
2L-BFRP-RC-A	1.10	15.93	0.21	27.90	1.30	0.99	2.86	1.48	0.15	6.17
4L-BFRP-RC-A	1.75	15.93	0.21	41.43	1.47	1.10	5.47	2.20	0.29	7.01
2L-BFRP-CFRC-A	1.10	14.24	0.30	30.57	1.12	1.01	2.92	2.15	0.21	2.73
4L-BFRP-CFRC-A	1.75	14.24	0.30	43.21	1.54	1.20	5.99	3.03	0.42	3.75
PC-B	—	13.93	0.23	13.93	0.23	—	—	—	—	—
CFRC-B	—	19.09	0.42	19.09	0.42	—	—	—	—	—
2L-BFRP-RC-B	1.09	13.93	0.20	21.23	1.06	1.45	2.63	1.52	0.19	4.59
4L-BFRP-RC-B	1.76	13.93	0.20	30.97	1.36	1.36	4.25	2.22	0.31	5.91
2L-BFRP-CFRC-B	1.08	19.09	0.26	23.33	1.12	0.72	1.30	1.22	0.07	2.67
4L-BFRP-CFRC-B	1.74	19.09	0.26	38.94	1.39	1.29	4.02	1.63	0.21	3.31