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

Table 9

Ultimate axial strain prediction of the large-size specimens (units: %).

Models	2L-BFRP-RC	Error	4L-BFRP-RC	Error	2L-BFRP-CFRC	Error	4L-BFRP-CFRC	Error
Miyauchi et al. [30]	1.32	25.29	1.51	11.38	0.97	−13.48	1.35	−3.29
Fam and Rizkalla [32], Saaman et al. [26], Saadatmanesh et al. [33], Restepol and De Vino [34], Spoelstra and Monti [35], and Chun and Park [36], Harries and Kharel [37], Binici [38], Marques et al. [39], Teng et al. [40], and Mander et al. [41]	0.72	−31.82	1.42	4.41	0.88	−21.60	1.17	−16.28
Richart et al. [22]	0.83	−21.61	1.22	−10.19	1.74	55.63	2.60	87.07
Saafi [27]	1.28	21.23	2.62	92.38	2.13	90.27	4.58	229.13
Wu et al. [24]	2.18	105.98	3.06	124.79	4.86	333.84	5.94	327.00
Lam and Teng for CFRP sheet [42]	4.96	369.70	7.06	419.12	11.11	891.88	13.69	883.62
Lam and Teng for GFRP tube [42]	7.64	623.40	9.84	623.32	16.80	1400.37	19.52	1302.23
	0.0280	165.02	2.63	93.43	1.41	26.30	2.50	79.56