Experimental Research of Continuous Concrete Beams with GFRP Reinforcement

Table 5

Experimental and calculated failure loads for tested beams.

Beam	Failure load-load-carrying capacity (kN)
	Experiment	ACI	CSA	EC2	Exp./ACI	Exp./CSA	Exp./EC2
S1-15	134.3	90.1	88.8	90.1	1.49	1.51	1.49
G1-0	115.6	115.4	126.3	141.3	1.00	0.92	0.82
G1-15	115.2	111.8	123.0	137.0	1.03	0.94	0.84
G1-25	119.6	117.4	128.6	143.8	1.02	0.93	0.83
G2-0	125.2	113.6	128.0	145.2	1.10	0.98	0.86
G2-15	124.9	117.2	131.7	149.8	1.07	0.95	0.83
G2-25	137.8	110.8	125.2	141.7	1.24	1.10	0.97