Flexural Behavior of Basalt Fiber Reinforced Polymer Tube Confined Coconut Fiber Reinforced Concrete

Table 4

Experimental and predicted cracking moments of BFRP-PC and BFRP-CFRC.

Specimens		Test	ACI 318-08	CAN/CSA S6-06	Fam and Rizkalla
2L-BFRP-PC	Mcr (N·m)	501.38	279.49	186.32	465.81
	Ratio	—	1.79	2.69	1.08
4L-BFRP-PC	Mcr (N·m)	526.50	289.12	192.74	481.86
	Ratio	—	1.76	2.64	1.06
6L-BFRP-PC	Mcr (N·m)	557.25	274.73	183.87	458.61
	Ratio	—	2.03	3.03	1.22
2L-BFRP-CFRC	Mcr (N·m)	552.00	299.03	199.35	498.38
	Ratio	—	1.91	2.86	1.15
4L-BFRP-CFRC	Mcr (N·m)	526.88	309.15	206.10	515.25
	Ratio	—	1.70	2.56	1.02
6L-BFRP-CFRC	Mcr (N·m)	585.00	282.60	186.39	466.52
	Ratio	—	2.07	3.14	1.25